Loading...
HomeMy WebLinkAbout95N - 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). July 10,2019 Liu, Xuegang Pages or sheets covered by this seal: I37728549 thru I37728602 My license renewal date for the state of Indiana is July 31, 2020. B19901979 Wedgewood Prince Residence 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 B19901979 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728549 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-roB2K8MxY?IN8fgoVb8fNoMo98R0KxdlUf8WxdyzXA5 Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 164x8 5x6 4x8 2x4 6x6 2x4 6x6 3x8 8x8 2x4 2x4 2x4 4x6 3x8 4x6 2x4 2x4 2x4 2x4 12-8-0 8-0-125-7-12 5-7-12 12-1-8 6-5-12 18-7-4 6-5-12 24-3-0 5-7-12 5-7-12 5-7-12 7-7-0 1-11-4 8-4-3 0-9-3 12-1-8 3-9-5 15-10-13 3-9-5 16-8-0 0-9-3 18-7-4 1-11-4 24-3-0 5-7-12 25-9-8 1-6-8 2-10-112-11-52-10-110.00 12 Plate Offsets (X,Y)-- [9:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.13 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.00 0.04 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 421 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-6: 2x4 SPF No.2, 5-16,1-14,9-12: 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. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size)15=1491/0-3-8, 11=1328/0-3-8 Max Horz 15=-218(LC 12) Max Uplift 15=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1338/21, 3-4=-892/67, 6-7=-897/68, 7-9=-1338/21, 1-15=-1325/7, 9-11=-1395/5 BOT CHORD 12-14=0/912 WEBS 7-12=-76/595, 3-14=-86/609, 4-16=-1017/81, 6-16=-1017/81, 1-14=0/899, 9-12=0/906 NOTES- 1) N/A 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-16, 6-16; Wall dead load (5.0psf) on member(s).7-12, 3-14 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 15. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 434 lb down and 191 lb up at 5-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. July 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 B19901979 Truss AG01 Truss Type ATTIC Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728549 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:04 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-roB2K8MxY?IN8fgoVb8fNoMo98R0KxdlUf8WxdyzXA5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-40, 3-4=-47, 4-5=-40, 5-6=-40, 6-7=-47, 7-9=-40, 9-10=-40, 14-15=-13, 12-14=-80, 11-12=-13, 4-6=-7 Drag: 7-12=-7, 3-14=-7 Concentrated Loads (lb) Vert: 14=-434(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901979 Truss AT01 Truss Type ATTIC Qty 27 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728550 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-J?lQYUMZJIREmoF?3Jguw0uwHYkO3MOvjJt4T3yzXA4 Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 164x10 5x6 4x10 3x4 10x10 2x4 10x10 2x4 3x4 2x4 2x4 2x4 5x6 5x6 2x4 2x4 2x4 2x4 12-8-0 8-0-125-7-12 5-7-12 12-1-8 6-5-12 18-7-4 6-5-12 24-3-0 5-7-12 -1-6-8 1-6-8 5-7-12 5-7-12 7-7-0 1-11-4 8-4-3 0-9-3 12-1-8 3-9-5 15-10-13 3-9-5 16-8-0 0-9-3 18-7-4 1-11-4 24-3-0 5-7-12 25-9-8 1-6-8 2-10-112-11-52-10-110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [10:0-3-0,0-1-12], [13:0-4-12,0-5-0], [14:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.31 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 0.01 0.11 (loc) 13-14 13-14 12 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 13-14: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 8-13,4-14,2-15,10-12: 2x4 SPF-S Stud, 5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size)15=1218/0-3-8, 12=1218/0-3-8 Max Horz 15=-213(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1109/0, 4-5=-774/45, 7-8=-774/45, 8-10=-1109/0, 2-15=-1188/0, 10-12=-1188/0 BOT CHORD 13-14=0/756 WEBS 8-13=0/411, 4-14=0/411, 5-16=-805/45, 7-16=-805/45, 2-14=0/762, 10-13=0/762 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16; Wall dead load (5.0psf) on member(s).8-13, 4-14 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Attic room checked for L/360 deflection. July 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 B19901979 Truss AT02 Truss Type ATTIC Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728551 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-nBJolpNB4cZ5OyqBd0B7SDR5ux3Popc2yzdd0WyzXA3 Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 14 13 12 11 154x10 5x6 4x10 3x4 10x10 2x4 10x10 2x4 3x4 2x4 2x4 2x4 5x6 5x6 2x4 2x4 2x4 2x4 12-8-0 8-0-125-7-12 5-7-12 12-1-8 6-5-12 18-7-4 6-5-12 24-3-0 5-7-12 5-7-12 5-7-12 7-7-0 1-11-4 8-4-3 0-9-3 12-1-8 3-9-5 15-10-13 3-9-5 16-8-0 0-9-3 18-7-4 1-11-4 24-3-0 5-7-12 25-9-8 1-6-8 2-10-112-11-52-10-110.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [9:0-3-0,0-1-12], [12:0-4-12,0-5-0], [13:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.32 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 0.01 0.12 (loc) 12-13 12-13 11 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 7-12,3-13,1-14,9-11: 2x4 SPF-S Stud, 4-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 15 REACTIONS.(lb/size)14=1148/0-3-8, 11=1220/0-3-8 Max Horz 14=-224(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1108/0, 3-4=-777/44, 6-7=-777/43, 7-9=-1114/0, 1-14=-1114/0, 9-11=-1192/0 BOT CHORD 12-13=0/760 WEBS 7-12=0/414, 3-13=0/408, 4-15=-812/43, 6-15=-812/43, 1-13=0/766, 9-12=0/766 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-15, 6-15; Wall dead load (5.0psf) on member(s).7-12, 3-13 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Attic room checked for L/360 deflection. July 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 B19901979 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728552 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-jZRZAVPRcDppdG_akRDbYeWTClmYGmPLPH6k4OyzXA1 Scale = 1:70.9 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 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x4 3x6 3x6 4x6 5x6 5x6 3x6 35-7-0 35-7-0 -1-6-8 1-6-8 13-9-8 13-9-8 24-1-4 10-3-13 35-7-0 11-5-12 1-1-1411-6-02-10-1111-6-09.00 12 Plate Offsets (X,Y)-- [14:0-2-2,Edge], [22:0-4-0,0-2-0], [51:0-3-0,0-3-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.49 0.22 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 0.00 0.01 (loc) 1 1 32 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 314 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 10-53,9-54,7-55,6-56,5-57,4-58,3-59,26-37,27-36,28-35,29-34,30-33: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 14-22. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 22-41, 21-43, 20-44, 19-45, 18-46, 17-47, 16-48, 15-49, 13-50, 12-51, 11-52, 23-40, 24-39, 25-38 REACTIONS.All bearings 35-7-0. (lb) - Max Horz 60=311(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 32, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 40, 39, 38, 37, 36, 35, 34 except 60=-350(LC 4), 59=-298(LC 5), 33=-102(LC 4) Max Grav All reactions 250 lb or less at joint(s) 32, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 40, 39, 38, 37, 36, 35, 34, 33 except 60=408(LC 5), 59=283(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-60=-276/256, 2-3=-356/327, 3-4=-252/249, 4-5=-236/257, 5-6=-210/253, 10-11=-107/266, 11-12=-82/295, 12-13=-56/329, 13-14=-24/268, 14-15=-22/276, 15-16=-22/276, 16-17=-22/276, 17-18=-22/276, 18-19=-22/276, 19-20=-22/276, 20-21=-22/276, 21-22=-22/276, 22-23=-28/320, 23-24=-30/300, 24-25=-25/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 41, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 40, 39, 38, 37, 36, 35, 34 except (jt=lb) 60=350, 59=298, 33=102. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 July 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 B19901979 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728552 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:08 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-jZRZAVPRcDppdG_akRDbYeWTClmYGmPLPH6k4OyzXA1 NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901979 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728553 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Bm?xOrQ4NXxfFQZmI9kq4s3io98v?DUUexrHcryzXA0 Scale = 1:36.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-7-0 10-7-0 -1-6-8 1-6-8 5-3-8 5-3-8 10-7-0 5-3-8 12-1-8 1-6-8 1-3-95-8-81-3-910.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.08 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) 11 11 12 11 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 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 10-7-0. (lb) - Max Horz 20=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 19, 15, 14, 13 except 20=-108(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 19, 15, 14, 13 except (jt=lb) 20=108. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss GE03 Truss Type GABLE Gable l Gable COMMON Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728554 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-886hoXRKu8BNUjj9QZnJ9H8zlydNTvgn5FKOhjyzXA_ Scale = 1:70.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 34 35 36 37 38 3x4 4x6 6x10 5x6 3x4 2x4 2x4 3x8 3x4 3x4 8x16 3x6 3x8 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 9-1-8 9-1-8 18-9-0 9-7-8 18-9-8 0-0-8 23-9-4 4-11-12 30-11-0 7-1-12 4-8-0 4-8-0 9-1-8 4-5-8 14-0-12 4-11-4 18-9-8 4-8-12 23-9-4 4-11-12 30-11-0 7-1-12 2-7-149-6-011-6-06-1-112-0-011-6-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [6:0-6-4,0-1-8], [7:0-3-0,0-1-12], [32:0-1-5,0-0-8], [33:0-1-9,0-0-4] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.53 0.91 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.63 0.01 0.01 (loc) 11-12 11-12 11 8-9 l/defl >639 >359 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,4-11,6-9: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 16-17,24-25: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. 1 Row at midpt 5-11 WEBS 1 Row at midpt 4-11, 6-11 REACTIONS.(lb/size)11=1651/0-3-8, 14=880/0-5-8, 8=356/0-5-8 Max Horz 14=288(LC 5) Max Uplift 11=-169(LC 5), 14=-31(LC 6), 8=-42(LC 7) Max Grav 11=1651(LC 1), 14=886(LC 10), 8=375(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/164, 3-4=-483/164, 7-8=-310/92 BOT CHORD 12-14=-213/519, 11-12=-136/279, 5-11=-308/138 WEBS 4-12=-21/442, 4-11=-828/166, 6-11=-407/69, 2-14=-760/39 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8 except (jt=lb) 11=169. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-34=-66, 6-34=-60, 6-7=-60, 14-35=-20, 35-36=-60, 36-37=-20, 37-38=-60, 11-38=-20, 8-10=-20 July 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 B19901979 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728555 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-4XERDDTaQlR5k1sXX_pnFiDHtmSnx_N4ZZpVkcyzX9y Scale = 1:86.6 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 164x10 5x6 4x10 3x4 10x10 2x4 10x10 2x4 3x4 2x4 2x4 2x4 5x6 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 12-8-0 8-0-125-7-12 5-7-12 12-1-8 6-5-12 18-7-4 6-5-12 24-3-0 5-7-12 -1-6-8 1-6-8 5-7-12 5-7-12 7-7-0 1-11-4 8-4-3 0-9-3 12-1-8 3-9-5 15-10-13 3-9-5 16-8-0 0-9-3 18-7-4 1-11-4 24-3-0 5-7-12 25-9-8 1-6-8 2-10-112-11-52-10-110.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [10:0-3-0,0-1-12], [13:0-4-12,0-5-0], [14:0-4-12,0-5-0], [27:0-1-3,0-1-4], [30:0-1-3,0-1-4], [41:0-1-3,0-1-4], [44:0-1-3,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.68 0.34 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 0.01 0.11 (loc) 13-14 13-14 12 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 13-14: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 8-13,4-14,2-15,10-12: 2x4 SPF-S Stud, 5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size)15=1218/0-3-8, 12=1218/0-3-8 Max Horz 15=-213(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1109/0, 4-5=-774/45, 7-8=-774/45, 8-10=-1109/0, 2-15=-1188/0, 10-12=-1188/0 BOT CHORD 13-14=0/756 WEBS 8-13=0/411, 4-14=0/411, 5-16=-805/45, 7-16=-805/45, 2-14=0/762, 10-13=0/762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16; Wall dead load (5.0psf) on member(s).8-13, 4-14 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. July 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 B19901979 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728556 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-4XERDDTaQlR5k1sXX_pnFiDPZmVyx2Z4ZZpVkcyzX9y Scale = 1:17.9 1 2 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 8-0-0 8-0-0 0-4-43-0-44.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 2=96(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9 except 10=317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 7, 2, 8, 9, 10. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728557 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-0wMCeuUqyNhpzL0wfPrFK7JhBa9HPxHN0tIcpUyzX9w Scale: 3/16"=1' 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 3x4 3x6 3x4 4x6 2x4 2x4 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 18-7-0 18-7-0 -1-6-8 1-6-8 11-6-0 11-6-0 18-7-0 7-1-0 1-1-149-9-64-5-109.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.44 0.21 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.01 (loc) 1 1 18 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 131 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 12-23,11-24,13-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-23, 11-24, 13-22 REACTIONS.All bearings 18-7-0. (lb) - Max Horz 33=290(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 18, 23, 24, 25, 27, 28, 29, 30, 31, 22, 21, 20, 19 except 33=-377(LC 4), 32=-381(LC 5) Max Grav All reactions 250 lb or less at joint(s) 18, 23, 24, 25, 27, 28, 29, 30, 31, 22, 21, 20, 19 except 33=504(LC 5), 32=306(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-306/247, 2-3=-360/287 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) 18, 23, 24, 25, 27, 28, 29, 30, 31, 22, 21, 20, 19 except (jt=lb) 33=377, 32=381. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss GE07 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728558 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-U6wasEVTjgpgbVb6C7MUsKrv4zXm8N5WFX29LxyzX9v Scale = 1:40.8 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 3x6 2x4 4x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-3-0 14-3-0 7-1-8 7-1-8 14-3-0 7-1-8 15-9-8 1-6-8 1-1-146-6-01-1-149.00 12 Plate Offsets (X,Y)-- [13:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.02 (loc) 14 13-14 15 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-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 14-3-0. (lb) - Max Horz 25=-173(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 15, 21, 22, 23, 24, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 25, 15, 20, 21, 22, 23, 24, 19, 18, 17, 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) 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) 25, 15, 21, 22, 23, 24, 19, 18, 17, 16. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss GE08 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728559 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-yITy3aW5U_xXCeAImqtjPYO6aNtitsvgUBnitNyzX9u Scale = 1:22.3 1 2 3 4 5 8 7 6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 7-10-3 7-10-3 3-11-1 3-11-1 7-10-3 3-11-1 0-0-43-3-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.12 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-10-3. (lb) - Max Horz 1=68(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7, 8, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 8, 6. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss M01 Truss Type Monopitch Qty 5 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728560 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-yITy3aW5U_xXCeAImqtjPYOzYNpFtsRgUBnitNyzX9u Scale = 1:19.0 1 2 3 4 3x6 3x6 3x8 7-9-0 7-9-0 -1-6-8 1-6-8 7-9-0 7-9-0 0-5-93-0-92-9-10-3-83-0-94.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.70 0.37 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.30 0.00 0.03 (loc) 2-4 2-4 4 2-4 l/defl >810 >294 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=414/0-5-8, 4=282/0-1-8 Max Horz 2=97(LC 5) Max Uplift 2=-80(LC 4), 4=-26(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728561 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-RV1KGwXjFI3OqolVKYPyylxAun98cJ3pirXGQpyzX9t Scale = 1:43.7 1 2 4 3 3x6 2x4 2x4 3x4 5-6-8 5-6-8 5-6-8 5-6-8 2-10-17-5-87-2-00-3-87-5-810.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.54 0.33 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >553 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=210/0-3-8, 3=210/0-1-8 Max Horz 4=135(LC 6) Max Uplift 3=-142(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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=142. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss M03 Truss Type Monopitch Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728562 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-vhbjUGXL0bBFSyKhuFwBUzTR4BZWLmxzxVGpyFyzX9s Scale: 1.5"=1' 1 2 3 4 2x4 2x4 3x8 1-4-0 1-4-0 -1-6-8 1-6-8 1-4-0 1-4-0 0-7-31-0-80-9-00-3-81-0-84.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-7-0], [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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-13/0-1-8, 2=200/0-8-0 Max Horz 2=31(LC 4) Max Uplift 4=-13(LC 1), 2=-78(LC 4) Max Grav 4=22(LC 4), 2=200(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728563 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-vhbjUGXL0bBFSyKhuFwBUzTHSBOgLmxzxVGpyFyzX9s Scale = 1:18.9 1 2 3456 3x4 3x4 3x6 7-9-0 7-9-0 7-9-0 7-9-0 0-5-93-0-94.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.82 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 0.00 0.07 (loc) 1-3 1-3 3 1-3 l/defl >878 >338 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 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)1=847/0-5-8, 3=893/Mechanical Max Horz 1=81(LC 3) Max Uplift 1=-45(LC 3), 3=-77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/0 NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 383 lb down and 24 lb up at 2-0-12, and 383 lb down and 24 lb up at 4-0-12, and 383 lb down and 24 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-383(F) 5=-383(F) 6=-383(F) July 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 B19901979 Truss PB01 Truss Type Piggyback Qty 9 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728564 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Nt95hcYznvJ636vtRyRQ1A0brbtg4DE6A90NUiyzX9r Scale: 1/2"=1' 1 2 3 4 5 6 4x6 3x4 3x4 2x4 10-3-13 10-3-13 5-1-14 5-1-14 10-3-13 5-1-14 0-4-103-8-150-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-1-13,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.20 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=214/8-11-8, 4=214/8-11-8, 6=336/8-11-8 Max Horz 2=-80(LC 4) Max Uplift 2=-34(LC 6), 4=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 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 B19901979 Truss PB02 Truss Type Piggyback Qty 10 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728565 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-r4jTvyZbYDSyhGU4?gyfZOZlC_EIpewFPplw08yzX9q Scale = 1:34.2 1 2 3 4 5 6 7 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-7-13 14-7-13 7-3-14 7-3-14 14-7-13 7-3-14 0-4-105-4-70-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-8. (lb) - Max Horz 2=-118(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-101(LC 6), 8=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=314(LC 10), 8=314(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=101, 8=101. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 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 B19901979 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728566 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-r4jTvyZbYDSyhGU4?gyfZOZov_FXpf1FPplw08yzX9q Scale = 1:24.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-3-13 10-3-13 5-1-14 5-1-14 10-3-13 5-1-14 0-4-103-8-150-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.04 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 8-11-8. (lb) - Max Horz 2=-80(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 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, 13, 14, 11, 10. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 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 B19901979 Truss PBE02 Truss Type GABLE Qty 2 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728567 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-JGHr6IaDJWapJQ3GZNTu6b5yzObHY6?PdTVTZayzX9p Scale = 1:34.2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-13 14-7-13 7-3-14 7-3-14 14-7-13 7-3-14 0-4-105-4-70-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.08 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 11 11 10 10 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 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 13-3-8. (lb) - Max Horz 2=-118(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 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 B19901979 Truss T01 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728568 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-FePcXzbUq8qXYjCegoVMB0BArC8P0uVi5n_adTyzX9n Scale = 1:73.7 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 1021 5x6 5x8 4x6 2x4 4x10 6x16 2x4 3x6 3x6 3x4 5x6 3x4 4x8 3x6 3x6 2x4 4x6 5x8 5x12 1-10-0 1-10-0 7-6-0 5-8-0 13-9-8 6-3-8 16-3-0 2-5-8 24-1-4 7-10-4 29-8-14 5-7-10 35-7-0 5-10-2 -1-6-8 1-6-8 1-10-0 1-10-0 7-6-0 5-8-0 13-9-8 6-3-8 16-3-0 2-5-8 24-1-4 7-10-4 29-8-14 5-7-10 35-7-0 5-10-2 1-1-1411-6-02-10-111-0-011-6-09.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-4-4,0-2-0], [7:0-6-0,0-2-0], [9:0-3-0,0-1-12], [11:0-2-8,0-1-8] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.59 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.32 0.15 0.06 (loc) 13-14 13-14 10 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-19: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 5-15,7-15,7-13: 2x4 SPF No.2, 2-20,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 4-16, 8-13 REACTIONS.(lb/size)20=1536/0-5-8, 10=1493/Mechanical Max Horz 20=310(LC 5) Max Uplift 20=-93(LC 6), 10=-30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2234/172, 3-4=-2060/187, 4-5=-1618/241, 5-6=-1261/250, 6-7=-1265/252, 7-8=-1399/245, 8-9=-1435/164, 2-20=-1538/175, 9-10=-1445/134 BOT CHORD 19-20=-272/218, 17-18=-428/1917, 16-17=-199/1576, 15-16=-132/1195, 6-15=-413/187, 11-13=0/1076 WEBS 3-17=-347/233, 4-17=0/322, 4-16=-508/164, 5-16=-39/473, 5-15=-217/396, 13-15=-71/931, 7-15=-162/456, 8-11=-288/77, 9-11=-20/1151, 2-19=-178/346, 2-18=-345/1617 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) 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) 20, 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 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 B19901979 Truss T02 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728569 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-jry_kJc6bRyOAtnrEW1bkEjNEcQilH0rJRk8AvyzX9m Scale = 1:68.2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 3x4 4x6 4x6 4x6 3x6 3x4 2x4 3x8 3x6 3x4 3x6 3x12 3x8 6x16 9-1-8 9-1-8 18-9-8 9-8-0 25-0-14 6-3-6 30-11-0 5-10-2 4-8-0 4-8-0 9-1-8 4-5-8 14-2-14 5-1-6 18-9-8 4-6-10 19-5-4 0-7-12 25-0-14 5-7-10 30-11-0 5-10-2 2-7-149-6-011-6-02-10-112-0-011-6-09.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-4-0,0-2-0], [7:0-3-0,0-1-12] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.47 0.85 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.38 -0.70 0.07 0.03 (loc) 12-13 12-13 8 12-13 l/defl >969 >527 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-13,4-12: 2x4 SPF No.2, 1-15,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 4-13, 4-12, 2-15 REACTIONS.(lb/size)8=1374/Mechanical, 15=1519/0-5-8 Max Horz 15=-229(LC 4) Max Uplift 8=-33(LC 7), 15=-25(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1481/198, 3-4=-1112/192, 4-5=-1171/205, 5-6=-1560/209, 6-7=-1309/130, 7-8=-1322/116 BOT CHORD 13-15=-143/1006, 12-13=-79/1237, 5-12=-26/578 WEBS 2-13=-64/250, 3-13=-29/538, 4-13=-327/168, 6-9=-674/100, 2-15=-1554/73, 7-9=-27/1041, 9-12=-23/1093, 6-12=-100/300 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) 8, 15. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 4-5=-60, 5-7=-60, 15-16=-20, 16-17=-60, 17-18=-20, 18-19=-60, 12-19=-20, 10-11=-20, 8-10=-20 July 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 B19901979 Truss T03 Truss Type COMMON Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728570 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-jry_kJc6bRyOAtnrEW1bkEjPZcb2lTWrJRk8AvyzX9m Scale = 1:36.4 1 2 3 4 7 6 5 4x6 4x6 2x4 2x4 3x8 4x6 5-3-8 5-3-8 10-7-0 5-3-8 -1-6-8 1-6-8 5-3-8 5-3-8 10-7-0 5-3-8 1-3-95-8-81-3-910.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-3-0,0-1-8] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 5-6 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 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)7=521/0-5-8, 5=403/0-5-8 Max Horz 7=142(LC 5) Max Uplift 7=-65(LC 6), 5=-12(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/71, 3-4=-377/64, 2-7=-475/123, 4-5=-357/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T04 Truss Type COMMON Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728571 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-C1WMyfdkMl4Fn1M1oDYqGRGaJ?xHUwm_Y4ThiLyzX9l Scale = 1:36.4 1 2 3 4 7 6 5 4x6 4x6 2x4 2x4 3x8 4x6 5-3-8 5-3-8 10-7-0 5-3-8 -1-6-8 1-6-8 5-3-8 5-3-8 10-7-0 5-3-8 1-3-95-8-81-3-910.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-3-0,0-1-8] 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 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 5-6 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7,4-5: 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)7=521/0-5-8, 5=403/Mechanical Max Horz 7=142(LC 5) Max Uplift 7=-65(LC 6), 5=-12(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-385/71, 3-4=-377/64, 2-7=-475/123, 4-5=-357/62 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T05 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728572 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-8Qe6NLe_uMKz1LWQveaILsLsNpSkycGH0OyomEyzX9j Scale = 1:89.1 1 2 3 4 5 6 7 8 9 10 1120191817 16 15 14 13 12 21 22 23 24 25 26 3x4 5x6 6x8 4x6 4x10 3x6 2x4 2x4 4x6 2x4 3x8 3x8 3x4 3x4 8x16 3x8 6x10 4x6 3x6 9-1-8 9-1-8 18-5-8 9-4-0 18-9-8 0-4-0 23-9-4 4-11-12 30-11-0 7-1-12 30-11-8 0-0-8 33-1-0 2-1-8 40-3-8 7-2-8 4-8-0 4-8-0 9-1-8 4-5-8 14-0-12 4-11-4 18-9-8 4-8-12 23-9-4 4-11-12 30-11-8 7-2-4 33-1-0 2-1-8 40-3-8 7-2-8 41-10-0 1-6-8 2-7-149-6-02-6-30-4-1412-1-20-7-32-7-212-1-29.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [6:0-4-8,0-1-12], [8:0-3-0,0-1-12], [9:0-5-0,0-1-2], [10:0-3-8,Edge], [10:0-0-0,0-7-0], [14:0-7-13,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.82 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.35 -0.62 0.01 0.11 (loc) 17-18 17-18 17 10-12 l/defl >649 >362 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 8-12,1-20: 2x4 SPF-S Stud, 4-18,4-17,6-15: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6, 9-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-17 WEBS 1 Row at midpt 4-17, 6-17 REACTIONS.All bearings 0-5-8 except (jt=length) 10=0-8-0, 17=0-3-8. (lb) - Max Horz 20=-199(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 20 except 10=-194(LC 5), 14=-189(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 10=413(LC 11), 17=1670(LC 1), 14=1039(LC 11), 20=871(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-684/137, 3-4=-468/144, 9-10=-251/123 BOT CHORD 18-20=-73/508, 17-18=0/258, 5-17=-311/137, 7-14=-607/215 WEBS 4-18=-18/469, 4-17=-853/146, 6-17=-424/68, 12-14=0/305, 2-20=-742/23, 9-14=-251/197 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) 0-1-12 to 41-10-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 20 except (jt=lb) 10=194, 14=189. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 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 B19901979 Truss T05 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728572 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:28 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-8Qe6NLe_uMKz1LWQveaILsLsNpSkycGH0OyomEyzX9j LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-21=-66, 6-21=-60, 6-8=-60, 9-11=-60, 20-22=-20, 22-23=-60, 23-24=-20, 24-25=-60, 17-25=-20, 16-26=-20, 14-26=-60, 10-13=-20 Concentrated Loads (lb) Vert: 9=-120 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 B19901979 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728573 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-ccCVahfcfgSqeU5cTL5Xu4u0_DpTh6SRE2iLJgyzX9i Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11201918 17 16 15 14 13 12 21 22 23 24 25 26 3x4 5x6 5x8 4x6 4x10 3x6 2x4 2x4 4x6 2x4 3x8 3x8 3x4 3x4 8x16 4x8 6x16 4x6 3x8 9-1-8 9-1-8 18-9-8 9-8-0 23-9-4 4-11-12 30-11-0 7-1-12 30-11-8 0-0-8 33-1-0 2-1-8 40-3-8 7-2-8 4-8-0 4-8-0 9-1-8 4-5-8 14-0-12 4-11-4 18-9-8 4-8-12 23-9-4 4-11-12 30-11-8 7-2-4 33-1-0 2-1-8 40-3-8 7-2-8 41-10-0 1-6-8 2-7-149-6-02-6-30-4-1412-1-20-7-32-7-212-1-29.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [6:0-6-0,0-2-0], [9:0-5-0,0-1-1], [10:0-0-0,0-7-0], [10:0-3-8,Edge], [14:0-9-1,0-4-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.73 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.61 0.07 0.11 (loc) 17-18 17-18 10 10-12 l/defl >999 >605 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-13: 2x4 SPF-S Stud, 17-19: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-12,1-20: 2x4 SPF-S Stud, 4-18,4-17,6-15: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-9 max.): 3-6, 9-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 5-17, 7-14 WEBS 1 Row at midpt 4-18, 4-17, 6-15, 2-20 REACTIONS.(lb/size)10=407/0-8-0, 14=2042/0-5-8, 20=1510/0-5-8 Max Horz 20=-199(LC 4) Max Uplift 10=-194(LC 5), 14=-182(LC 7), 20=-34(LC 6) Max Grav 10=409(LC 11), 14=2042(LC 1), 20=1510(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1468/205, 3-4=-1101/199, 4-5=-1167/199, 5-6=-1160/200, 6-7=-1015/153 BOT CHORD 18-20=-81/998, 17-18=-35/1223, 5-17=-299/136, 7-14=-1603/302 WEBS 3-18=-26/534, 4-18=-328/180, 15-17=0/814, 6-17=-139/1040, 6-15=-732/100, 7-15=-86/958, 12-14=0/306, 2-20=-1538/91 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) 0-1-12 to 41-10-0 zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 10=194, 14=182. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 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 B19901979 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728573 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:29 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-ccCVahfcfgSqeU5cTL5Xu4u0_DpTh6SRE2iLJgyzX9i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-21=-66, 6-21=-60, 6-8=-60, 9-11=-60, 20-22=-20, 22-23=-60, 23-24=-20, 24-25=-60, 17-25=-20, 16-26=-20, 14-26=-60, 10-13=-20 Concentrated Loads (lb) Vert: 9=-120(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901979 Truss T07 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728574 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-4omto1gFQ_ahGego13cmRHR7Wd6CQX5aTiRur7yzX9h Scale = 1:79.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 101819202122 3x4 5x6 5x6 3x4 3x4 6x16 3x6 3x8 3x6 3x8 2x4 6x6 5x12 12x12 4x8 3x6 4x8 10-10-8 10-10-8 18-2-6 7-3-14 25-6-4 7-3-14 30-2-2 4-7-14 34-10-0 4-7-14 40-8-0 5-10-0 5-0-0 5-0-0 10-10-8 5-10-8 18-2-6 7-3-14 25-6-4 7-3-14 30-2-2 4-7-14 34-10-0 4-7-14 40-8-0 5-10-0 3-4-24-6-32-4-1411-6-00-5-911-6-09.00 12 4.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-2], [5:0-3-12,0-1-12], [8:0-8-12,0-2-0], [9:0-1-10,Edge], [11:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.95 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.46 -0.98 0.17 0.15 (loc) 16-17 16-17 9 10-11 l/defl >999 >496 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,6-11,8-11,6-13: 2x3 SPF No.2, 1-17: 2x4 SPF-S Stud WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 3-5, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-13, 6-8, 8-11, 2-17, 6-13 REACTIONS.(lb/size)9=2003/0-3-8, 17=2114/Mechanical Max Horz 17=-203(LC 4) Max Uplift 9=-71(LC 7), 17=-24(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2053/255, 3-4=-1552/249, 4-5=-1783/262, 5-6=-2299/283, 8-9=-5506/452 BOT CHORD 16-17=-137/1313, 14-16=-80/1950, 13-14=-80/1950, 11-13=-125/2087, 10-11=-355/5004, 9-10=-383/5164 WEBS 2-16=-85/433, 3-16=-27/755, 4-16=-813/175, 4-14=0/367, 4-13=-447/167, 5-13=-63/1002, 6-11=-59/1458, 6-8=-3140/235, 8-11=-3191/252, 2-17=-2132/130, 6-13=-599/133 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) 0-1-12 to 40-6-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) 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) 9, 17. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 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 B19901979 Truss T07 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728574 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-4omto1gFQ_ahGego13cmRHR7Wd6CQX5aTiRur7yzX9h LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 4-5=-60, 5-7=-60, 8-9=-60, 17-18=-20, 18-19=-60, 19-20=-20, 20-21=-60, 21-22=-20, 11-22=-60, 9-11=-20 Concentrated Loads (lb) Vert: 8=-120 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 B19901979 Truss T08 Truss Type COMMON Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728575 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-Y?KF?NhtBHiYuoF?bm8?zVzQ70WF93TkiMBSNZyzX9g Scale = 1:61.8 1 2 3 4 5 10 9 8 7 61112 3x6 4x6 3x6 3x4 3x4 3x6 3x4 3x6 3x6 3x6 7-8-8 7-8-8 15-3-8 7-7-0 22-11-0 7-7-8 5-10-4 5-10-4 11-6-0 5-7-12 17-1-12 5-7-12 22-11-0 5-9-4 1-1-149-9-61-2-109.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.64 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.30 0.04 0.03 (loc) 7-9 7-9 6 7-9 l/defl >999 >904 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 REACTIONS.(lb/size)10=994/Mechanical, 6=994/0-5-8 Max Horz 10=198(LC 5) Max Uplift 10=-33(LC 6), 6=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/105, 2-3=-1125/209, 3-4=-1119/208, 4-5=-253/102, 1-10=-263/94 BOT CHORD 9-10=-69/882, 7-9=0/626, 6-7=-22/874 WEBS 3-9=-99/515, 3-7=-99/505, 2-10=-999/15, 4-6=-1015/18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T10 Truss Type ROOF SPECIAL Qty 6 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728576 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-0BtdCihVybqPVypB8UfEWiWctQwruTPtx0w?v?yzX9f Scale = 1:35.6 1 2 3 4 5 8 7 6 4x6 2x4 3x4 3x6 3x4 2x4 3x4 6-7-4 6-7-4 12-5-10 5-10-6 14-9-8 2-3-14 -1-2-8 1-2-8 6-7-4 6-7-4 12-5-10 5-10-6 14-9-8 2-3-14 0-4-44-6-26-3-04.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.43 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.16 0.03 0.04 (loc) 2-8 2-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=574/Mechanical, 2=669/0-5-8 Max Horz 2=196(LC 6) Max Uplift 6=-84(LC 6), 2=-121(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1149/96, 3-4=-368/17 BOT CHORD 2-8=-194/1029, 7-8=-194/1029, 6-7=-47/279 WEBS 3-8=0/273, 3-7=-796/166, 4-7=-7/396, 4-6=-595/100 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=121. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T11 Truss Type COMMON Qty 5 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728577 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-UNR?Q2i7jvyG76ONiBAT2w2iUqCmdwg09ggZSSyzX9e Scale = 1:59.7 1 2 3 4 5 6 10 9 8 71112 3x6 4x6 4x6 3x4 3x4 3x4 4x6 3x4 4x8 9-3-8 9-3-8 18-7-0 9-3-8 -1-6-8 1-6-8 5-10-4 5-10-4 11-6-0 5-7-12 18-7-0 7-1-0 1-1-149-9-64-5-109.00 12 Plate Offsets (X,Y)-- [6:Edge,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.64 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.39 0.01 0.01 (loc) 9-10 9-10 7 9-10 l/defl >999 >559 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=898/0-5-8, 7=753/0-5-8 Max Horz 10=227(LC 5) Max Uplift 10=-72(LC 6), 7=-42(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-361/124, 4-5=-691/131, 5-6=-631/112, 2-10=-426/163, 6-7=-684/103 BOT CHORD 9-10=-122/598 WEBS 5-9=-17/361, 4-10=-528/0, 6-9=-12/412 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T12 Truss Type COMMON Qty 4 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728578 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-UNR?Q2i7jvyG76ONiBAT2w2iQqCldwZ09ggZSSyzX9e Scale = 1:59.7 1 2 3 4 5 9 8 7 61011 3x6 4x6 4x6 3x4 3x4 3x6 4x6 3x4 4x8 9-3-8 9-3-8 18-7-0 9-3-8 5-10-4 5-10-4 11-6-0 5-7-12 18-7-0 7-1-0 1-1-149-9-64-5-109.00 12 Plate Offsets (X,Y)-- [5:Edge,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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.64 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.39 0.01 0.01 (loc) 8-9 8-9 6 8 l/defl >999 >559 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=792/Mechanical, 6=758/0-5-8 Max Horz 9=270(LC 5) Max Uplift 9=-25(LC 6), 6=-36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-366/103, 3-4=-701/155, 4-5=-636/129, 1-9=-317/91, 5-6=-689/93 BOT CHORD 8-9=-117/613 WEBS 3-8=-261/188, 4-8=-38/365, 3-9=-533/6, 5-8=-36/416 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T13 Truss Type Common Qty 3 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728579 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-za?OdOjlUC46lGzZGvhib7boBEc5MX5AOKP6_uyzX9d Scale = 1:40.8 1 2 3 4 7 6 5 6x6 4x6 3x4 3x4 3x8 6x6 7-1-8 7-1-8 14-3-0 7-1-8 7-1-8 7-1-8 14-3-0 7-1-8 15-9-8 1-6-8 1-1-146-6-01-1-149.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.38 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 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)7=552/0-5-8, 5=666/0-5-8 Max Horz 7=-173(LC 4) Max Uplift 7=-19(LC 6), 5=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-561/74, 2-3=-570/79, 1-7=-490/75, 3-5=-604/136 WEBS 2-6=0/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T14 Truss Type ROOF SPECIAL Qty 2 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728580 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-RmZmrkkNFWCzMPYmqcCx8L8AIey65sUJd_9fWKyzX9c Scale = 1:70.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x6 4x6 3x4 3x6 2x4 5x6 6x6 3x6 3x6 3x6 3x8 5x8 3x6 3x6 3x6 3x6 3x6 3x6 1-10-10 1-10-10 3-5-11 1-7-2 6-7-0 3-1-5 9-8-5 3-1-5 11-9-14 2-1-9 14-0-10 2-2-13 16-3-7 2-2-13 18-8-8 2-5-1 1-10-10 1-10-10 3-5-11 1-7-2 6-7-0 3-1-5 9-8-5 3-1-5 11-9-14 2-1-9 14-0-10 2-2-13 16-3-7 2-2-13 18-8-8 2-5-1 20-3-0 1-6-8 1-1-26-6-1511-1-151-0-114-7-07-3-410.00 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.33 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.47 0.62 0.06 (loc) 15-16 15-16 12 15 l/defl >999 >475 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)20=488/0-3-0, 12=562/0-3-8 Max Horz 20=-182(LC 4) Max Uplift 12=-85(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-484/0, 1-2=-1053/0, 2-3=-1747/0, 3-4=-792/0, 4-5=-788/0, 5-6=-2870/0, 6-8=-2792/0, 8-9=-2225/0, 9-10=-1293/0, 10-12=-554/68 BOT CHORD 18-19=-55/1007, 17-18=0/1249, 16-17=0/2014, 15-16=0/2741, 14-15=0/2205, 13-14=0/1240 WEBS 1-19=0/778, 2-19=-371/0, 2-18=0/563, 3-18=-3/775, 3-17=-690/47, 4-17=0/817, 5-17=-1501/0, 5-16=0/1758, 6-16=-55/268, 8-15=0/468, 8-14=-276/0, 9-14=0/804, 9-13=-355/0, 10-13=0/997 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 20, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss T15 Truss Type ROOF SPECIAL Qty 4 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728581 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-vy7824k00qLq_Z7yNJjAgYgK_1IFqJZTreuD2myzX9b Scale = 1:70.4 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2x4 3x6 4x6 3x4 3x6 2x4 5x6 6x6 3x6 3x6 3x6 3x8 5x8 3x6 3x6 3x6 3x6 3x6 3x6 1-10-10 1-10-10 3-5-11 1-7-2 6-7-0 3-1-5 9-8-5 3-1-5 11-9-14 2-1-9 14-0-10 2-2-13 16-3-7 2-2-13 18-8-8 2-5-1 1-10-10 1-10-10 3-5-11 1-7-2 6-7-0 3-1-5 9-8-5 3-1-5 11-9-14 2-1-9 14-0-10 2-2-13 16-3-7 2-2-13 18-8-8 2-5-1 1-1-26-6-1511-1-151-0-114-7-07-3-410.00 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.34 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.47 0.63 0.08 (loc) 14-15 14-15 11 14 l/defl >999 >468 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)19=491/0-3-0, 11=491/0-3-8 Max Horz 19=-168(LC 4) Max Uplift 19=-6(LC 7), 11=-38(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-487/0, 1-2=-1060/0, 2-3=-1760/0, 3-4=-799/0, 4-5=-795/0, 5-6=-2908/0, 6-8=-2840/0, 8-9=-2284/34, 9-10=-1355/72, 10-11=-498/46 BOT CHORD 17-18=-96/1014, 16-17=-27/1259, 15-16=0/2040, 14-15=0/2789, 13-14=0/2260, 12-13=-32/1317 WEBS 1-18=0/784, 2-18=-373/0, 2-17=0/568, 3-17=-33/781, 3-16=-694/70, 4-16=0/826, 5-16=-1522/0, 5-15=0/1785, 8-14=0/462, 8-13=-268/0, 9-13=0/787, 9-12=-374/31, 10-12=-22/1037 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 19, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728582 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-rLFuTmmGXRbYEtHLVkmelzmXWrt7ICylJyNK7fyzX9Z Scale = 1:42.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 5x16 MT18HS 7x16 MT18HS 3x6 12x12 5x10 MT18HS12x20 3x8 2x4 8x10 5x12 8x16 8x14 MT18HS 5-3-8 5-3-8 8-5-13 3-2-5 12-4-2 3-10-5 16-0-11 3-8-9 19-11-0 3-10-5 -1-6-8 1-6-8 5-3-8 5-3-8 8-5-13 3-2-5 12-4-2 3-10-5 16-0-11 3-8-9 19-11-0 3-10-5 1-3-93-0-95-8-83-0-910.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-2-8], [7:0-3-8,Edge], [9:0-4-4,0-4-0], [11:0-2-8,0-4-8], [14:0-2-12,0-0-0], [14:Edge,0-9-7] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.75 0.82 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.53 0.07 0.14 (loc) 11-12 11-12 8 11-12 l/defl >999 >446 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 242 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 4-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 7-8,2-13: 2x4 SPF No.2, 4-12,5-11,6-9: 2x4 SPF-S Stud 2-14: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=8733/0-5-8, 14=8025/0-5-8 Max Horz 14=156(LC 5) Max Uplift 8=-481(LC 4), 14=-325(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8535/321, 3-4=-8667/355, 4-5=-15976/761, 5-6=-15976/761, 6-7=-10472/531, 7-8=-7589/417, 2-14=-6656/318 BOT CHORD 13-14=-179/1408, 12-13=-662/16008, 11-12=-665/16146, 9-11=-531/10472 WEBS 3-13=-376/10631, 4-13=-12316/540, 4-12=-69/2506, 6-11=-283/6780, 6-9=-4140/258, 7-9=-642/12731, 2-13=-186/5097 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=481, 14=325. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 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 B19901979 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728582 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-rLFuTmmGXRbYEtHLVkmelzmXWrt7ICylJyNK7fyzX9Z NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1473 lb down and 42 lb up at 2-0-12, 1473 lb down and 42 lb up at 4-0-12, 1473 lb down and 42 lb up at 6-0-12, 1473 lb down and 42 lb up at 8-0-12, 1473 lb down and 42 lb up at 10-0-12, 873 lb down and 89 lb up at 10-8-8, 1473 lb down and 42 lb up at 12-0-12, 262 lb down and 38 lb up at 12-7-12, 1354 lb down and 45 lb up at 14-0-12, 262 lb down and 38 lb up at 14-7-12, 1354 lb down and 45 lb up at 16-0-12, 262 lb down and 38 lb up at 16-7-12, 1354 lb down and 45 lb up at 18-0-12, and 262 lb down and 38 lb up at 18-7-12, and 268 lb down and 34 lb up at 19-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 10=-1354(F) 11=-1473(F) 9=-1354(F) 15=-1473(F) 16=-1473(F) 17=-1473(F) 18=-1473(F) 19=-1473(F) 20=-873(B) 21=-262 22=-262 23=-262 24=-1354(F) 25=-262 26=-268 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 B19901979 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728583 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-JXpHg6nuIljPr1sX3SHtIBIhLFJD1aovYc7tf5yzX9Y Scale = 1:42.1 1 2 3 4 5 9 8 7 6 10 11 8x10 5x10 MT18HS 6x6 3x6 8x16 5x12 8x8 4x10 5x12 3-6-0 3-6-0 7-1-8 3-7-8 9-9-6 2-7-14 14-3-0 4-5-10 3-6-0 3-6-0 7-1-8 3-7-8 9-9-6 2-7-14 14-3-0 4-5-10 1-1-144-6-26-6-03-0-49.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-6], [5:0-2-8,Edge], [7:0-3-8,0-2-8], [8:0-8-4,0-4-0] 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.45 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.17 0.02 0.05 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 221 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF 2100F 1.8E, 5-7: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=9073/0-5-8, 6=5881/0-5-8 Max Horz 1=-139(LC 11) Max Uplift 1=-468(LC 5), 6=-428(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10659/635, 2-3=-7928/630, 3-4=-8069/647, 4-5=-6258/489, 5-6=-5628/434 BOT CHORD 1-9=-471/7673, 8-9=-471/7673, 7-8=-432/6033 WEBS 3-8=-699/9225, 4-8=-48/1008, 4-7=-3697/277, 5-7=-486/6806, 2-9=-54/3536, 2-8=-1798/79 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-2-0 oc, Except member 8-4 2x4 - 1 row at 0-9-0 oc, member 7-4 2x4 - 1 row at 0-9-0 oc, member 7-5 2x4 - 1 row at 0-9-0 oc, member 9-2 2x4 - 1 row at 0-3-0 oc, member 8-2 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 1=468, 6=428. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2094 lb down and 36 lb up at 1-6-4, 2094 lb down and 36 lb up at 3-6-4, and 2094 lb down and 36 lb up at 5-6-4, and 7563 lb down and 747 lb up at 7-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 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 B19901979 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728583 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:39 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-JXpHg6nuIljPr1sX3SHtIBIhLFJD1aovYc7tf5yzX9Y LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 1-6=-20 Concentrated Loads (lb) Vert: 8=-7563(B) 9=-2094(B) 10=-2094(B) 11=-2094(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 B19901979 Truss TG03 Truss Type GABLE Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728584 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-8hAYx9rfubTZZyJhPiOHYSYl_gJeRHBnwYaBtlyzX9S Scale = 1:82.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11697071727374757677 6x8 8x14 MT18HS 5x6 3x4 5x12 3x6 4x8 6x6 3x6 10x10 4x8 4x8 6x6 6x16 5x12 4x8 6x8 4x6 3x4 10-10-8 10-10-8 13-7-8 2-9-0 18-2-6 4-6-14 25-6-4 7-3-14 30-2-2 4-7-14 34-10-0 4-7-14 40-8-0 5-10-0 10-10-8 10-10-8 13-7-8 2-9-0 18-2-6 4-6-14 25-6-4 7-3-14 30-2-2 4-7-14 34-10-0 4-7-14 40-8-0 5-10-0 3-4-24-6-32-4-1411-6-00-5-911-6-09.00 12 4.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-10-4,0-1-8], [6:0-3-0,0-2-2], [9:0-9-8,0-2-0], [10:Edge,0-2-12], [12:0-2-8,0-3-0], [19:0-2-8,0-3-0], [22:0-1-8,0-1-0], [23:0-1-13,0-1-0], [24:0-1-8,0-1-0], [25:0-1-9,0-1-0], [26:0-1-8,0-1-0], [27:0-1-2,0-0-8], [28:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.64 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.59 0.12 0.16 (loc) 11-12 11-12 10 11-12 l/defl >999 >817 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 757 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E *Except* 13-16: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-11,2-18,7-14,7-12,9-12,2-19: 2x3 SPF No.2 21-22,23-26,23-24,22-25,25-26,24-27,27-28,28-29: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 3-6, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-9 REACTIONS.(lb/size)10=3879/0-3-8, 20=7583/Mechanical Max Horz 20=-199(LC 3) Max Uplift 10=-259(LC 6), 20=-718(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6510/645, 2-3=-7198/688, 3-4=-6348/601, 4-5=-6348/601, 5-6=-4409/407, 6-7=-5549/462, 7-8=-258/40, 9-10=-11437/753, 1-20=-7178/676 BOT CHORD 18-19=-576/5142, 17-18=-496/5658, 15-17=-421/5812, 14-15=-421/5812, 12-14=-285/4690, 11-12=-654/10721, 10-11=-678/10827 WEBS 2-18=-102/844, 3-18=-314/1179, 5-17=-280/1529, 5-15=0/430, 5-14=-2726/389, 6-14=-197/2929, 7-14=-599/133, 7-12=-117/2790, 7-9=-7319/463, 9-12=-6519/398, 3-17=-222/2943, 2-19=-1354/32, 1-19=-498/5992 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x3 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Except member 17-4 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Vertical gable studs spaced at 1-4-0 oc and horizontal gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. July 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 B19901979 Truss TG03 Truss Type GABLE Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728584 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:45 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-8hAYx9rfubTZZyJhPiOHYSYl_gJeRHBnwYaBtlyzX9S NOTES- 11) * 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. 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=259, 20=718. 14) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 554 lb down and 102 lb up at 1-9-12, 554 lb down and 102 lb up at 3-9-12, 554 lb down and 102 lb up at 5-9-12, 554 lb down and 102 lb up at 7-9-12, 554 lb down and 102 lb up at 9-9-12, and 554 lb down and 102 lb up at 11-9-12, and 4228 lb down and 273 lb up at 13-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-5=-66, 5-6=-60, 6-8=-60, 9-10=-60, 19-20=-20, 19-72=-60, 72-75=-20, 75-76=-60, 76-77=-20, 12-77=-60, 10-12=-20 Concentrated Loads (lb) Vert: 17=-4228(F) 9=-60 69=-554(F) 70=-554(F) 71=-554(F) 72=-554(F) 73=-554(F) 74=-554(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901979 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728585 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-ctkw8VsHfubPB6utzQvW4f5zg3j0Atzx9CJlPByzX9R Scale = 1:72.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 223x12 4x6 4x6 4x6 6x16 8x8 4x6 2x4 3x6 3x8 2x4 2x4 6x10 4x6 9-6-2 9-6-2 18-8-11 9-2-9 22-11-0 4-2-5 22-11-8 0-0-8 26-11-0 3-11-8 5-10-12 5-10-12 11-6-0 5-7-4 18-8-11 7-2-11 22-11-8 4-2-13 26-11-0 3-11-8 1-1-149-9-64-4-611-9-66-4-62-0-09.00 12 Plate Offsets (X,Y)-- [10:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.31 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.01 0.01 (loc) 1-13 11-13 8 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 321 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-9: 2x4 SPF-S Stud, 8-9: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-13,5-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-9-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size)1=1024/Mechanical, 8=391/Mechanical, 10=4710/0-5-8 Max Horz 1=207(LC 4) Max Uplift 1=-33(LC 5), 8=-160(LC 4), 10=-86(LC 6) Max Grav 1=1024(LC 1), 8=447(LC 10), 10=4710(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1246/85, 3-4=-1036/130, 4-5=-900/127, 5-6=0/559, 6-7=0/565 BOT CHORD 1-13=-138/874, 11-13=-58/1031, 10-11=-55/1035, 9-10=-209/644, 6-10=-1958/0 WEBS 4-13=-46/650, 5-13=-517/100, 5-11=0/276, 5-10=-2135/55, 7-10=-832/0 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched, 1 1/2x11 7/8 - 3 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10 except (jt=lb) 8=160. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 July 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 B19901979 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728585 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-ctkw8VsHfubPB6utzQvW4f5zg3j0Atzx9CJlPByzX9R NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 478 lb down and 5 lb up at 19-1-4, 478 lb down and 5 lb up at 20-5-4, 478 lb down and 5 lb up at 21-9-4, 478 lb down and 5 lb up at 23-1-4, and 475 lb down at 24-5-4, and 475 lb down at 25-9-4 on top chord, and 190 lb down and 154 lb up at 23-9-4, and 190 lb down and 154 lb up at 25-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 1-19=-20, 19-20=-60, 10-20=-20, 8-9=-240(F=-220) Concentrated Loads (lb) Vert: 6=-451(B) 14=-451(B) 15=-451(B) 16=-451(B) 17=-448(B) 18=-448(B) 21=-190 22=-190 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 B19901979 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728586 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-44HIMrtvQCjGpFT3X7Qldte1ETzHvBT4Ns3IxeyzX9Q Scale = 1:34.3 1 2 3 4 7 6 589101112131415 3x12 6x8 2x4 5x6 5x8 4x10 8x8 6-10-4 6-10-4 12-5-10 5-7-6 14-9-8 2-3-14 6-10-4 6-10-4 12-5-10 5-7-6 14-9-8 2-3-14 0-4-44-6-26-3-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-1-5], [6:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.69 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.35 0.04 0.09 (loc) 1-7 1-7 5 1-7 l/defl >999 >493 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 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* 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS.(lb/size)1=3924/0-5-8, 5=4244/Mechanical Max Horz 1=177(LC 11) Max Uplift 1=-220(LC 3), 5=-255(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8121/433, 2-3=-2508/120 BOT CHORD 1-7=-505/7649, 6-7=-505/7649, 5-6=-121/2162 WEBS 2-7=-84/3609, 2-6=-5759/407, 3-6=-214/4595, 3-5=-4595/259 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=220, 5=255. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 772 lb down and 37 lb up at 1-4-12, 772 lb down and 37 lb up at 3-4-12, 772 lb down and 37 lb up at 5-4-12, 772 lb down and 37 lb up at 5-10-4, 1004 lb down and 45 lb up at 7-11-0, 974 lb down and 45 lb up at 9-10-4, and 974 lb down and 45 lb up at 11-10-4, and 974 lb down and 45 lb up at 13-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 July 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 B19901979 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood Prince Residence Job Reference (optional) I37728586 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:47 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-44HIMrtvQCjGpFT3X7Qldte1ETzHvBT4Ns3IxeyzX9Q LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 8=-772(F) 9=-772(F) 10=-772(F) 11=-772(F) 12=-1004(F) 13=-974(F) 14=-974(F) 15=-974(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901979 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728587 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-YGrgZBuXBWr7QP2G4rx_94ANPtSeesTEcWorU4yzX9P Scale = 1:36.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-9-14 13-9-14 13-10-3 0-0-5 6-11-1 6-11-1 13-10-3 6-11-2 0-0-45-9-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-9-9. (lb) - Max Horz 1=-126(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-116(LC 6), 6=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=313(LC 10), 6=313(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=116, 6=116. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728588 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-0SP2nWv9ypz_2ZdSeYSDiIjVmHlENJ4Nr9YP0WyzX9O Scale = 1:27.5 1 2 3 43x6 4x6 3x6 2x4 0-0-5 0-0-5 10-3-0 10-2-11 5-1-8 5-1-8 10-3-0 5-1-8 0-0-44-3-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.28 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=199/10-2-6, 3=199/10-2-6, 4=357/10-2-6 Max Horz 1=91(LC 5) Max Uplift 1=-19(LC 6), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728589 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-VfzR_svoj75rgjCeCGzSFVGkZh7D6n9X3pHyYyyzX9N Scale = 1:19.4 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 6-7-13 6-7-8 3-3-14 3-3-14 6-7-13 3-3-14 0-0-42-9-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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=122/6-7-3, 3=122/6-7-3, 4=223/6-7-3 Max Horz 1=-57(LC 4) Max Uplift 1=-13(LC 7), 3=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728590 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-zrXpCCwQURDiHtmrmzUhnjoxB4U1rEsgIT1W4PyzX9M Scale = 1:9.1 1 2 3 2x4 3x4 2x4 3-0-5 3-0-5 3-0-9 0-0-5 1-6-5 1-6-5 3-0-9 1-6-5 0-0-41-3-40-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.05 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=90/3-0-0, 3=90/3-0-0 Max Horz 1=-22(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728591 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-zrXpCCwQURDiHtmrmzUhnjouM4TlrEXgIT1W4PyzX9M Scale = 1:17.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 5-8-1 5-7-13 2-10-1 2-10-1 5-8-1 2-10-1 0-0-42-4-60-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.23 0.14 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=111/5-7-8, 3=111/5-7-8, 4=168/5-7-8 Max Horz 1=-47(LC 4) Max Uplift 1=-16(LC 7), 3=-20(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728592 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-R15BPYx2EkMZv1L1Jh0wKwL3mUpaaeUpX7m3dryzX9L Scale = 1:61.9 1 2 3 4 5 6 7 13 12 11 10 9 81415 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 25-4-0 25-3-10 12-8-0 12-8-0 25-4-0 12-8-0 0-0-49-6-00-0-49.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.17 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 25-3-5. (lb) - Max Horz 1=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 12=-102(LC 6), 13=-112(LC 6), 9=-101(LC 7), 8=-112(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=397(LC 1), 12=492(LC 10), 13=416(LC 1), 9=492(LC 11), 8=416(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-251/149, 2-13=-270/160, 5-9=-251/149, 6-8=-270/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=102, 13=112, 9=101, 8=112. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728593 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-vEfZduyg?2UQXBwDtOX9s8tEdu7KJ5wzmnWc9HyzX9K Scale = 1:51.4 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 21-4-0 21-3-10 10-8-0 10-8-0 21-4-0 10-8-0 0-0-48-0-00-0-49.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.20 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 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.All bearings 21-3-5. (lb) - Max Horz 1=-178(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-109(LC 6), 9=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=413(LC 1), 11=427(LC 10), 13=264(LC 1), 9=427(LC 11), 8=264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/159, 5-9=-267/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=109, 9=109. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728594 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-NQDxqEyImMcH8KVPR52OPLQOpIRf2ZV6_RFAhkyzX9J Scale = 1:41.9 1 2 3 4 5 9 8 7 610113x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-3-10 17-3-10 17-4-0 0-0-5 8-8-0 8-8-0 17-4-0 8-8-0 0-0-46-6-00-0-49.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.32 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 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.All bearings 17-3-5. (lb) - Max Horz 1=-143(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-123(LC 6), 6=-123(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=392(LC 1), 9=435(LC 10), 6=435(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-292/172, 4-6=-294/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=123, 6=123. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728595 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-NQDxqEyImMcH8KVPR52OPLQLkIV42aC6_RFAhkyzX9J Scale = 1:31.5 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-3-10 13-3-10 13-4-0 0-0-5 6-8-0 6-8-0 13-4-0 6-8-0 0-0-45-0-00-0-49.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-5. (lb) - Max Horz 1=-109(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=253(LC 1), 8=304(LC 10), 6=304(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728596 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-rcmK1azwXfk8mU4c?pZdyZzXahpVn2zGD5?jDAyzX9I Scale = 1:23.5 1 2 3 43x6 4x6 3x6 2x4 9-3-10 9-3-10 9-4-0 0-0-5 4-8-0 4-8-0 9-4-0 4-8-0 0-0-43-6-00-0-49.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.34 0.22 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=173/9-3-5, 3=173/9-3-5, 4=331/9-3-5 Max Horz 1=-74(LC 4) Max Uplift 1=-18(LC 6), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728597 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-JoKiFw_YIzs?OefoYW4sUmVkg5BHWVoPSlkHmcyzX9H Scale = 1:14.9 1 2 3 4 2x4 4x6 2x4 2x4 5-3-10 5-3-10 5-4-0 0-0-5 2-8-0 2-8-0 5-4-0 2-8-0 0-0-42-0-00-0-49.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.12 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=98/5-3-5, 3=98/5-3-5, 4=160/5-3-5 Max Horz 1=-39(LC 4) Max Uplift 1=-14(LC 6), 3=-17(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728598 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-JoKiFw_YIzs?OefoYW4sUmVgX57HWVNPSlkHmcyzX9H Scale = 1:21.2 1 2 3 5 4 3x4 4x6 2x4 2x4 2x4 0-0-12 0-0-12 5-8-5 5-7-9 7-11-12 2-3-6 5-8-5 5-8-5 7-11-12 2-3-6 0-0-41-10-123-7-54.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.46 0.38 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 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.(lb/size)1=159/7-11-0, 4=36/7-11-0, 5=360/7-11-0 Max Horz 1=99(LC 6) Max Uplift 1=-18(LC 4), 4=-23(LC 6), 5=-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 100 lb uplift at joint(s) 1, 4, 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728599 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-n?u4SG?B3H_s?oE_6Eb51_2vJVXVFyLYgPUqI2yzX9G Scale = 1:13.5 1 2 3 2x4 2x4 2x4 2-9-12 2-9-12 0-0-42-1-59.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.12 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: 7 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 2-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=91/2-9-7, 3=91/2-9-7 Max Horz 1=53(LC 6) Max Uplift 3=-28(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728600 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-GBSSgb0pqa6idypBgx7KZBb7FvsH_Obiv3DNqVyzX9F Scale = 1:9.6 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 3-3-4 3-2-15 1-7-10 1-7-10 3-3-4 1-7-10 0-0-41-4-60-0-410.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 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 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/3-2-10, 3=99/3-2-10 Max Horz 1=24(LC 5) 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 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728601 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-GBSSgb0pqa6idypBgx7KZBb02vqG_Obiv3DNqVyzX9F Scale = 1:19.4 1 2 3 2x4 2x4 2x4 3-11-5 3-11-5 0-0-43-3-710.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.46 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 3-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=137/3-11-0, 3=137/3-11-0 Max Horz 1=88(LC 6) Max Uplift 3=-49(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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 B19901979 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood Prince Residence Job Reference (optional) I37728602 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jul 10 08:07:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:uUZcs2QcIMPPrtzEA86zPNzE?T7-kN0qtx0RbuEZF6ONEfeZ6P7HJJDujrrr8jzxMxyzX9E Scale = 1:11.8 1 2 3 2x4 2x4 2x4 2-1-11 2-1-11 0-0-41-9-710.00 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 IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.06 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: 5 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 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=65/2-1-6, 3=65/2-1-6 Max Horz 1=42(LC 6) Max Uplift 3=-23(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 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