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HomeMy WebLinkAbout229JGB - 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). February 12,2019 Liu, Xuegang Pages or sheets covered by this seal: I36111395 thru I36111445 My license renewal date for the state of Indiana is July 31, 2020. B19900381 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: Wedgewood 229 Bridgemont 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 B19900381 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111395 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-4ZwcF5IvUHq6nbM6d9efEUYxDKjgCub9uGEqxRzmCH5 Scale = 1:79.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 3x4 3x6 3x6 3x6 5x6 3x6 3x6 5x6 3x6 42-7-8 42-7-8 -1-10-8 1-10-8 16-1-11 16-1-11 28-11-5 12-9-10 42-7-8 13-8-3 1-2-1412-0-02-10-912-0-08.00 12 Plate Offsets (X,Y)-- [16:0-3-0,0-0-2], [26:0-4-4,0-2-4], [31:0-3-0,0-3-0] 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 0.48 0.23 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.03 0.00 0.01 (loc) 1 1 38 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 388 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* 11-64,9-65,8-66,7-67,6-68,5-69,4-70,3-71,30-44,31-43,32-42,33-41 ,34-40,35-39,36-38: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 16-26. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 26-48, 25-49, 24-51, 23-52, 22-53, 21-54, 20-55, 19-56, 18-57, 17-58, 15-60, 14-61, 13-62, 12-63, 27-47, 28-46, 29-45, 30-44 REACTIONS.All bearings 42-7-8. (lb) - Max Horz 72=284(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 38, 49, 51, 52, 53, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 47, 46, 45, 44, 43, 42, 41, 40, 39 except 72=-442(LC 4), 71=-423(LC 5) Max Grav All reactions 250 lb or less at joint(s) 38, 48, 49, 51, 52, 53, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 47, 46, 45, 44, 43, 42, 41, 40, 39 except 72=531(LC 5), 71=372(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-72=-305/278, 2-3=-354/313, 12-13=-68/251, 13-14=-46/276, 14-15=-24/305, 15-16=-23/268, 16-17=-2/264, 17-18=-2/264, 18-19=-2/264, 19-20=-2/264, 20-21=-2/264, 21-22=-2/264, 22-23=-2/264, 23-24=-2/264, 24-25=-2/264, 25-26=-2/264, 26-27=-25/295, 27-28=-26/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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) 38, 49, 51, 52, 53, 54, 55, 56, 57, 58, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 47, 46, 45, 44, 43, 42, 41, 40, 39 except (jt=lb) 72=442, 71=423. 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 February 12,2019 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 B19900381 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111395 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:49 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ZlU_TRJXFayzPlwIAs9unh56zk3vxLrI7w_NTtzmCH4 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 B19900381 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111396 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1y1NgnK90u4q0uVUkag7KveGt7LpglwSMajw?KzmCH3 Scale = 1:52.8 1 2 3 4 5 6 7 17 16 15 14 13 12 11 10 9 8 6x8 4x6 2x4 2x4 4x6 3x6 3x6 3x8 8x8 4x6 2x4 4x6 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-9-10 2-9-10 8-7-8 5-9-14 11-1-10 2-6-2 14-7-8 3-5-14 20-11-0 6-3-8 -1-10-8 1-10-8 2-9-10 2-9-10 11-1-10 8-4-0 14-7-8 3-5-14 20-11-0 6-3-8 22-9-8 1-10-8 1-6-143-10-146-9-131-6-143-10-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-1-12,0-3-4], [6:0-2-12,0-1-8], [10:0-2-8,0-1-8], [20:0-1-3,0-1-4], [22:0-1-3,0-1-4], [24:0-1-3,0-1-4], [29:0-1-11,0-0-12] 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 0.53 0.51 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.00 0.03 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-16,2-17,6-8: 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. REACTIONS.All bearings 8-7-8 except (jt=length) 8=0-3-8. (lb) - Max Horz 17=168(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 11, 15 except 16=-118(LC 6), 8=-106(LC 7), 12=-469(LC 1) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 15 except 17=284(LC 1), 16=908(LC 1), 8=823(LC 1), 11=703(LC 1), 11=703(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-785/158, 4-5=-658/140, 5-6=-709/119, 2-17=-267/132, 6-8=-769/168 BOT CHORD 9-10=-49/804 WEBS 3-16=-901/122, 3-10=-91/818, 4-10=-633/110, 4-9=-518/151, 5-9=-68/503, 6-9=-27/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11, 15 except (jt=lb) 16=118, 8=106, 12=469. 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. 11) 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 February 12,2019 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 B19900381 Truss GE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111396 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:50 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1y1NgnK90u4q0uVUkag7KveGt7LpglwSMajw?KzmCH3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-120(F=-60), 4-5=-60, 5-6=-60, 6-7=-60, 8-17=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900381 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111397 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-V8blu7LnnCChe24gIHBMs6AUiXnhPEmbaETUYmzmCH2 Scale = 1:42.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-7-0 12-7-0 -1-10-8 1-10-8 6-3-8 6-3-8 12-7-0 6-3-8 14-5-8 1-10-8 1-1-66-4-51-1-610.00 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 0.34 0.08 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.06 0.00 0.04 (loc) 13 13 14 13 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 70 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 12-7-0. (lb) - Max Horz 24=156(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16, 15 except 24=-138(LC 4), 14=-115(LC 5), 23=-108(LC 5) Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15 except 24=264(LC 10), 14=264(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) 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) 20, 21, 22, 18, 17, 16, 15 except (jt=lb) 24=138, 14=115, 23=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. February 12,2019 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 B19900381 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111398 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vjHtW9Ng47aGVWpFzQl3Ulorulf4cU_1GCh885zmCH? Scale = 1:74.1 1 2 3 4 5 6 7 8 9191817 16 15 14 13 12 11 10 52 53 54 6x10 6x10 3x6 3x6 3x6 3x4 3x6 3x8 3x6 4x8 3x6 5x8 4x6 10-10-12 10-10-12 19-0-0 8-1-4 25-11-8 6-11-8 31-11-0 5-11-8 -1-2-8 1-2-8 5-6-10 5-6-10 10-10-12 5-4-2 19-0-0 8-1-4 19-3-8 0-3-8 25-11-8 6-8-0 31-11-0 5-11-8 33-9-8 1-10-8 1-0-310-1-212-1-21-6-142-0-012-1-210.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-1-0], [5:0-5-12,0-1-0], [12:0-2-0,0-0-12], [16:0-2-12,0-2-12], [17:0-2-8,0-1-8], [36:0-1-13,0-0-4], [37:0-1-0,0-1-12], [40:0-1-13,0-0-4], [43:0-1-13 ,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 0.92 0.68 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.79 0.02 0.01 (loc) 17-19 17-19 15 17-19 l/defl >729 >290 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-16: 2x4 SPF No.2, 2-19,8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 20-22,32-33: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. Except: 1 Row at midpt 5-16 WEBS 1 Row at midpt 4-16 REACTIONS.All bearings 12-11-0 except (jt=length) 19=0-10-0. (lb) - Max Horz 19=-289(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 15, 12, 19, 14 except 10=-142(LC 7) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 11 except 15=1204(LC 1), 15=1204(LC 1), 10=298(LC 11), 12=428(LC 11), 19=973(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-515/105, 3-4=-748/160, 2-19=-506/140, 8-10=-327/134 BOT CHORD 17-19=-162/646, 16-17=-89/504, 15-16=-1197/79, 5-16=-459/83 WEBS 4-17=0/590, 4-16=-784/67, 7-12=-358/74, 3-19=-463/68 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;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) The Fabrication Tolerance at joint 5 = 8% 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 12, 19, 14 except (jt=lb) 10=142. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 12,2019 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 B19900381 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111399 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-NvrFjVOIrQi77gOSX7GJ1yLBO88AL38BVsRhhXzmCH_ Scale = 1:65.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 3x4 4x6 3x4 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 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-2-8 1-2-8 9-11-8 9-11-8 19-11-0 9-11-8 21-1-8 1-2-8 1-0-39-3-121-0-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.23 0.11 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 19 19 20 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 37=-221(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22 except 37=-250(LC 4), 20=-180(LC 5), 36=-248(LC 5), 21=-199(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 except 37=327(LC 5), 20=256(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22 except (jt=lb) 37=250, 20=180, 36=248, 21=199. 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. February 12,2019 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 B19900381 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111400 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-oUWOMWQA8L4i_761CFp0ebzXGM4eYPrdBqfMGszmCGx Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 64 63 62 61 60 59 58 57 56 55 54 53 5251 50 49 48 47 46 45 4443 42 41 40 39 38 37 36 35 34 33 3x6 3x6 3x6 5x6 4x8 3x8 3x6 5x6 3x6 38-4-0 38-4-0 11-9-11 11-9-11 24-7-5 12-9-10 38-4-0 13-8-11 4-1-912-0-02-10-412-0-08.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-0-2], [21:0-4-4,0-2-4], [26:0-2-12,0-3-4], [26:0-0-0,0-1-12], [27:0-2-2,0-0-0], [32:0-4-3,0-0-0], [44:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.96 0.51 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 33 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 369 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 6-59,5-60,4-61,3-62,2-63,25-39,27-38,28-37,29-36,30-35,31-34: 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.): 11-21. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 21-43, 20-45, 19-46, 18-47, 17-48, 16-49, 15-50, 14-51, 13-52, 12-53, 10-55, 9-56, 8-57, 7-58, 22-42, 23-41, 24-40 REACTIONS.All bearings 38-4-0. (lb) - Max Horz 64=-316(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 56, 57, 58, 59, 60, 61, 62, 42, 41, 40, 39, 38, 37, 36, 35 except 64=-662(LC 4), 33=-427(LC 5), 63=-589(LC 5), 34=-498(LC 4) Max Grav All reactions 250 lb or less at joint(s) 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 55, 56, 57, 58, 59, 60, 61, 62, 42, 41, 40, 39, 38, 37, 36, 35 except 64=621(LC 5), 33=483(LC 4), 63=643(LC 4), 34=492(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-23/280, 9-10=-23/316, 10-11=-24/273, 11-12=-1/278, 12-13=-1/278, 13-14=-1/278, 14-15=-1/278, 15-16=-1/278, 16-17=-1/278, 17-18=-1/278, 18-19=-1/278, 19-20=-1/278, 20-21=-1/278, 21-22=-25/315, 22-23=-23/294, 23-24=-24/260, 31-32=-279/270, 32-33=-267/247 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) 45, 46, 47, 48, 49, 50, 51, 52, 53, 56, 57, 58, 59, 60, 61, 62, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 64=662, 33=427, 63=589, 34=498. 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 February 12,2019 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 B19900381 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111400 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:10:58 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-oUWOMWQA8L4i_761CFp0ebzXGM4eYPrdBqfMGszmCGx 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 B19900381 Truss GE07 Truss Type Hip Structural Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111401 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-C3CX_YS3QGSGrbrbtONjGDb6EZ9rlbj3tnu0tBzmCGu Scale = 1:42.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 4x6 3x6 4x6 4x6 3x4 3x8 3x8 3x4 4x6 4x6 3x8 2-9-10 2-9-10 5-9-12 3-0-2 5-11-8 0-1-12 11-3-8 5-4-0 16-7-8 5-4-0 16-9-4 0-1-12 19-9-6 3-0-2 22-7-0 2-9-10 -1-10-8 1-10-8 2-9-10 2-9-10 5-9-12 3-0-2 11-3-8 5-5-12 16-9-4 5-5-12 19-9-6 3-0-2 22-7-0 2-9-10 24-5-8 1-10-8 1-6-143-10-141-6-143-10-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-4,0-2-0], [8:0-4-4,0-2-0], [9:0-3-0,0-1-8], [22:0-1-14,0-1-0], [29:0-1-13,0-0-8], [32:0-1-13,0-0-8], [37:0-1-13,0-0-8], [40:0-1-13,0-0-8], [47:0-1-14,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.22 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.01 0.01 (loc) 15 15 14 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,9-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 15-17,14-15. REACTIONS.All bearings 5-11-8 except (jt=length) 14=0-3-8. (lb) - Max Horz 20=101(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 20, 19, 11 except 17=-215(LC 5), 13=-135(LC 11), 18=-140(LC 10), 14=-207(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 19, 12, 11, 13, 18 except 17=1342(LC 10), 17=1340(LC 1), 14=1359(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 15-17=-96/536, 14-15=-96/536 WEBS 4-17=-572/160, 5-17=-806/132, 5-15=0/276, 5-14=-806/130, 7-14=-572/160 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 19, 11 except (jt=lb) 17=215, 13=135, 18=140, 14=207. 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. 12) 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 February 12,2019 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 B19900381 Truss GE07 Truss Type Hip Structural Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111401 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:01 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-C3CX_YS3QGSGrbrbtONjGDb6EZ9rlbj3tnu0tBzmCGu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-8=-120(F=-60), 8-9=-60, 9-10=-60, 17-20=-20, 14-17=-40(F=-20), 11-14=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900381 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111402 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-gFmvBuThBaa7SkQoR5uypR8RLzYyUDTD6RdZPdzmCGt Scale = 1:41.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 123x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-9-13 14-9-13 7-4-14 7-4-14 14-9-13 7-4-14 0-5-56-7-70-5-510.00 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 0.05 0.04 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 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 14-9-13. (lb) - Max Horz 1=-146(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 18, 19, 20, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 17, 18, 19, 20, 15, 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) 1, 17, 18, 19, 20, 15, 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. February 12,2019 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 B19900381 Truss GE09 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111403 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-gFmvBuThBaa7SkQoR5uypR8RpzYHUE9D6RdZPdzmCGt Scale = 1:37.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-8-15 7-8-15 10-7-14 2-11-0 6-6-14 6-6-14 10-7-14 4-1-0 0-5-55-11-10-1-22-5-210.00 12 10.00 12 Plate Offsets (X,Y)-- [11:0-1-12,0-1-7], [12:0-4-0,0-1-12], [12:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.02 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-7-14. (lb) - Max Horz 1=124(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 12, 14, 15, 16, 17, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 12, 13, 14, 15, 16, 17, 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) 1, 9, 12, 14, 15, 16, 17, 11, 10. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 11, 10. 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. February 12,2019 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 B19900381 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 229 Bridgemont Job Reference (optional) I36111404 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-8SKHPEUJyuj_4u?_?oPBLegOKNkUDSfML5N7y3zmCGs Scale = 1:68.9 1 2 3 4 7 6 5891011121314 3x4 2x4 4x6 3x6 5x12 10x10 3x8 6-0-0 6-0-0 12-11-0 6-11-0 6-0-0 6-0-0 12-11-0 6-11-0 1-6-1412-4-110.00 12 Plate Offsets (X,Y)-- [6:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.66 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.22 0.01 0.05 (loc) 5-6 5-6 5 5-6 l/defl >999 >678 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-5,2-5: 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 4-5 REACTIONS.(lb/size)5=3402/0-3-8, 7=3738/0-3-8 Max Horz 7=345(LC 5) Max Uplift 5=-307(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3140/0, 1-7=-2538/0 BOT CHORD 6-7=-363/320, 5-6=-215/2340 WEBS 2-6=-66/3614, 2-5=-3139/285, 1-6=0/2067 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=307. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1013 lb down and 33 lb up at 1-1-4, 1013 lb down and 33 lb up at 3-1-4, 1013 lb down and 33 lb up at 5-1-4, 973 lb down and 33 lb up at 7-1-4, and 1004 lb down and 33 lb up at 9-1-4, and 1013 lb down and 33 lb up at 11-1-4 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, 6-7=-20, 6-12=-60, 5-12=-20 Continued on page 2 February 12,2019 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 B19900381 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 229 Bridgemont Job Reference (optional) I36111404 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:03 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-8SKHPEUJyuj_4u?_?oPBLegOKNkUDSfML5N7y3zmCGs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-1013(F) 9=-1013(F) 10=-1013(F) 11=-973(F) 13=-1004(F) 14=-1013(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 B19900381 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 229 Bridgemont Job Reference (optional) I36111405 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ceufcZVxjBrri2aAZWwQusDkKn7Jy8vWal6gUWzmCGr Scale: 3/8"=1' 1 2 4 3 5 6 3x6 2x4 5x6 3x6 5-0-0 5-0-0 5-0-0 5-0-0 1-6-145-8-1410.00 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 0.22 0.49 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.02 (loc) 3-4 3-4 3 3-4 l/defl >999 >826 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=1593/0-3-8, 4=2873/0-3-8 Max Horz 4=140(LC 5) Max Uplift 3=-143(LC 5), 4=-41(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=143. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2060 lb down and 80 lb up at 0-9-4, and 2030 lb down and 57 lb up at 2-9-4 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-2060(B) 6=-2030(B) February 12,2019 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 B19900381 Truss PB01 Truss Type Piggyback Qty 26 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111406 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-5qR1qvWZUVziJC9N6DRfR3lujAVThaqfoPsD0yzmCGq Scale = 1:27.1 1 2 3 4 5 6 4x6 3x6 3x6 2x4 12-9-10 12-9-10 6-4-13 6-4-13 12-9-10 6-4-13 0-4-74-1-110-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [4:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.31 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.02 0.03 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 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.(lb/size)2=257/11-3-13, 4=257/11-3-13, 6=444/11-3-13 Max Horz 2=90(LC 5) Max Uplift 2=-40(LC 6), 4=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-269/56 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. February 12,2019 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 B19900381 Truss PB02 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111407 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-5qR1qvWZUVziJC9N6DRfR3lxbAXFhbrfoPsD0yzmCGq Scale = 1:22.9 1 2 3 4 5 6 4x6 3x4 3x4 2x4 8-4-12 8-4-12 4-2-6 4-2-6 8-4-12 4-2-6 0-4-133-4-80-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.12 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 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: 23 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.(lb/size)2=180/7-1-10, 4=180/7-1-10, 6=255/7-1-10 Max Horz 2=-71(LC 4) Max Uplift 2=-28(LC 6), 4=-34(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. February 12,2019 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 B19900381 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111408 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Z1?Q1FWBFp5ZxMkZgxzuzHI7fav6Q2Po13bnYOzmCGp Scale = 1:27.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-10 12-9-10 6-4-13 6-4-13 12-9-10 6-4-13 0-4-74-1-110-1-80-4-70-1-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.03 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 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 11-3-13. (lb) - Max Horz 2=90(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12. 9) 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. February 12,2019 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 B19900381 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111409 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1DZoEbXp06DQZWJlEeU7WUrI?_F19VXyGjLK5rzmCGo Scale = 1:22.9 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-12 8-4-12 4-2-6 4-2-6 8-4-12 4-2-6 0-4-133-4-80-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [6:0-2-1,0-1-0] 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 0.06 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 7 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 7-1-10. (lb) - Max Horz 2=71(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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) 10, 8. 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. February 12,2019 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 B19900381 Truss T01 Truss Type PIGGYBACK BASE Qty 9 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111410 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-VP7ASxYSnQLHAftyoM?M2iNIJON0uj75UN4tdHzmCGn Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324 3x6 5x6 5x6 3x6 3x6 4x6 4x6 3x6 3x8 2x4 3x8 3x8 3x6 3x8 3x6 4x8 3x4 4x8 3x6 8-2-2 8-2-2 16-1-11 7-11-10 22-6-8 6-4-13 28-11-5 6-4-13 36-1-15 7-2-10 42-7-8 6-5-9 -1-10-8 1-10-8 5-6-4 5-6-4 10-5-0 4-10-12 16-1-11 5-8-11 22-6-8 6-4-13 28-11-5 6-4-13 36-1-15 7-2-10 42-7-8 6-5-9 1-2-1412-0-02-10-912-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-7,0-2-0], [6:0-3-12,0-2-0], [8:0-3-8,0-1-12], [11:0-3-0,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.73 0.96 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.52 0.14 0.07 (loc) 17-19 17-19 12 17-19 l/defl >999 >977 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,7-17,7-16,7-14,8-14: 2x4 SPF No.2 2-20,3-20,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-8 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-17. WEBS 1 Row at midpt 5-17, 7-17, 7-14, 10-14, 3-20 REACTIONS.(lb/size)20=2118/0-3-8, 12=2015/0-3-8 Max Horz 20=284(LC 5) Max Uplift 20=-116(LC 6), 12=-41(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/109, 3-5=-2612/246, 5-6=-2268/288, 6-7=-1812/277, 7-8=-1676/269, 8-10=-2137/270, 10-11=-2107/178, 2-20=-430/166, 11-12=-1968/157 BOT CHORD 19-20=-168/2069, 17-19=-129/2056, 16-17=-73/1943, 14-16=-73/1943, 13-14=-78/1682 WEBS 5-19=-8/261, 5-17=-437/164, 6-17=-48/868, 7-17=-423/187, 7-16=0/333, 7-14=-678/171, 8-14=-24/741, 10-13=-441/121, 3-20=-2489/99, 11-13=-76/1784 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 20=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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 12,2019 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 B19900381 Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111411 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-RoFwtdZiJ1b?Qz1Kvn1q77TbwB2xMdEOyhZ_h9zmCGl Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 122122232425 3x6 5x6 5x6 3x8 3x6 4x6 4x6 3x6 3x8 2x4 3x8 3x8 3x6 4x8 3x6 4x8 3x4 5x6 3x6 8-2-2 8-2-2 16-1-11 7-11-10 22-6-8 6-4-13 28-11-5 6-4-13 36-1-15 7-2-9 43-7-0 7-5-1 -1-10-8 1-10-8 5-6-4 5-6-4 10-5-0 4-10-12 16-1-11 5-8-11 22-6-8 6-4-13 28-11-5 6-4-13 36-1-15 7-2-9 43-7-0 7-5-1 1-2-1412-0-02-2-1412-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-7,0-2-0], [6:0-3-12,0-2-0], [8:0-3-8,0-1-12], [11:Edge,0-1-12], [13:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.52 0.13 0.07 (loc) 17-19 17-19 12 17-19 l/defl >999 >998 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-17,7-17,7-16,7-14,8-14: 2x4 SPF No.2 2-20,3-20,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-10 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-14, 10-14, 3-20 REACTIONS.(lb/size)20=2165/0-3-8, 12=2050/Mechanical Max Horz 20=286(LC 5) Max Uplift 20=-116(LC 6), 12=-45(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/109, 3-5=-2682/252, 5-6=-2348/294, 6-7=-1879/282, 7-8=-1790/278, 8-10=-2276/283, 10-11=-2424/197, 2-20=-434/166, 11-12=-1988/165 BOT CHORD 19-20=-164/2123, 17-19=-125/2118, 16-17=-66/2033, 14-16=-66/2033, 13-14=-81/1930 WEBS 5-19=-8/254, 5-17=-431/165, 6-17=-51/913, 7-17=-470/186, 7-16=0/332, 7-14=-639/175, 8-14=-34/823, 10-13=-255/116, 3-20=-2554/105, 11-13=-67/1918 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) 12 except (jt=lb) 20=116. 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. February 12,2019 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 B19900381 Truss T03 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111412 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-v_pJ4zaK4Ljs27cWTUY3gK?m3bOF54sYBLJYEczmCGk Scale = 1:77.6 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 22 23 24 25 26 3x4 6x10 6x8 3x8 4x8 2x4 3x6 4x8 6x10 3x12 3x4 4x8 2x4 3x4 3x6 4x8 5x6 3x4 5x6 3x6 1-5-8 1-5-8 6-0-10 4-7-2 11-9-11 5-9-1 18-2-8 6-4-13 24-7-5 6-4-13 31-9-7 7-2-1 39-3-0 7-5-9 1-5-8 1-5-8 6-0-10 4-7-2 11-9-11 5-9-1 18-2-8 6-4-13 24-7-5 6-4-13 31-9-7 7-2-1 39-3-0 7-5-9 2-1-910-0-012-0-02-2-142-0-012-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-8,0-3-8], [6:0-1-12,0-3-8], [9:Edge,0-1-12], [11:0-3-8,0-2-0], [17:0-3-8,0-2-0], [19:0-7-12,0-4-0] 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 0.89 0.99 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.30 0.10 0.05 (loc) 11-12 11-12 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 238 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-18: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 17-19,3-19,3-17,8-11,1-20,2-20,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 4-14, 5-14, 6-14, 8-12 REACTIONS.(lb/size)20=2368/0-5-8, 10=2076/Mechanical Max Horz 20=-219(LC 3) Max Uplift 20=-78(LC 5), 10=-70(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1565/152, 3-4=-2360/184, 4-5=-2082/189, 5-6=-2082/189, 6-8=-2320/186, 8-9=-2460/119, 9-10=-2015/107 BOT CHORD 19-20=-218/1218, 2-19=0/1379, 16-17=-150/1635, 14-16=-150/1885, 12-14=-17/1826, 11-12=-12/1959 WEBS 17-19=-165/1779, 3-19=-617/154, 3-17=-599/140, 3-16=-116/512, 4-14=-129/496, 5-14=-606/215, 6-14=-217/667, 6-12=-23/425, 8-11=-262/96, 2-20=-2557/92, 9-11=0/1950 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; 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 12,2019 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 B19900381 Truss T03 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111412 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:11 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-v_pJ4zaK4Ljs27cWTUY3gK?m3bOF54sYBLJYEczmCGk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-21=-60, 4-21=-310, 4-22=-310, 6-22=-60, 6-9=-60, 19-20=-20, 17-18=-20, 17-23=-60, 16-23=-20, 16-24=-60, 24-25=-20, 12-25=-60, 12-26=-20, 11-26=-60, 10-11=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900381 Truss T04 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111413 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-NBMhIJbyrfrjfHBj1B4IDYYyM?kWqYPhP?25m2zmCGj Scale = 1:74.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 5x6 6x10 5x12 3x6 3x4 3x8 4x6 2x4 3x4 3x6 4x8 3x6 4x8 2x4 3x6 6x10 4x6 4x6 5x12 6-0-10 6-0-10 11-9-11 5-9-2 18-2-8 6-4-13 24-7-5 6-4-13 29-11-8 5-4-3 34-5-8 4-6-0 39-3-0 4-9-8 6-0-10 6-0-10 11-9-11 5-9-2 18-2-8 6-4-13 24-7-5 6-4-13 29-11-8 5-4-3 34-5-8 4-6-0 39-3-0 4-9-8 41-1-8 1-10-8 2-1-910-0-012-0-02-2-142-0-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-3-8,0-3-8], [5:0-5-8,0-3-4], [9:0-3-0,0-1-8], [14:0-7-4,0-4-4], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.92 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.37 0.19 0.07 (loc) 15-16 15-16 11 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-13: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 3-18,3-16,4-16,5-16,5-15,1-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15 REACTIONS.(lb/size)20=2220/0-5-8, 11=2062/0-3-8 Max Horz 20=-307(LC 3) Max Uplift 20=-76(LC 5), 11=-138(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2545/125, 2-3=-2673/179, 3-4=-2375/162, 4-5=-2374/162, 5-6=-2550/161, 6-8=-3003/127, 8-9=-1995/121, 1-20=-2160/106, 9-11=-2015/162 BOT CHORD 19-20=-220/308, 18-19=-222/2045, 16-18=-198/2145, 15-16=-39/2055, 14-15=0/2456, 6-14=0/415 WEBS 2-19=-535/79, 2-18=-159/285, 3-16=-134/507, 4-16=-612/214, 5-16=-226/712, 5-15=-18/584, 6-15=-595/123, 12-14=0/1744, 8-14=-32/1029, 8-12=-1381/24, 1-19=-6/2080, 9-12=0/1704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 11=138. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 February 12,2019 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 B19900381 Truss T04 Truss Type Piggyback Base Girder Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111413 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:12 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-NBMhIJbyrfrjfHBj1B4IDYYyM?kWqYPhP?25m2zmCGj LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-21=-60, 3-21=-310, 3-22=-310, 5-22=-60, 5-9=-60, 9-10=-60, 18-20=-20, 18-23=-60, 23-24=-20, 15-24=-60, 14-15=-20, 11-13=-20 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19900381 Truss T05 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111414 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-KZURi_cCNG5QvaL58c6mIzdNHpWQIT7_tJXCrxzmCGh Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 4x6 5x6 5x8 3x6 3x4 3x6 2x4 2x4 2x4 3x6 3x6 3x4 3x8 2x4 2x4 6x16 3x6 3x8 4x6 6-0-2 6-0-2 11-9-11 5-9-10 18-2-8 6-4-13 24-7-5 6-4-13 29-11-0 5-3-11 29-11-8 0-0-8 34-10-0 4-10-8 39-11-0 5-1-0 6-0-2 6-0-2 11-9-11 5-9-10 18-2-8 6-4-13 24-7-5 6-4-13 29-11-8 5-4-3 34-10-0 4-10-8 39-11-0 5-1-0 41-1-8 1-2-8 2-1-910-0-012-0-01-9-92-0-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-4-4,0-2-4], [5:0-5-12,0-2-0], [9:0-2-14,0-2-0], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.57 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.19 0.04 0.03 (loc) 16-18 16-18 11 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-13: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 3-16,5-16,5-14: 2x4 SPF No.2, 1-20,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-2 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 2-18, 3-16, 4-16, 5-14 REACTIONS.(lb/size)20=1309/0-5-8, 11=388/0-8-0, 14=1992/0-5-8 Max Horz 20=-301(LC 4) Max Uplift 20=-32(LC 6), 11=-59(LC 7), 14=-52(LC 7) Max Grav 20=1309(LC 1), 11=404(LC 11), 14=1992(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1438/139, 2-3=-1351/203, 3-4=-1064/206, 4-5=-1064/206, 8-9=-259/53, 1-20=-1250/112, 9-11=-360/84 BOT CHORD 19-20=-220/302, 18-19=-179/1125, 16-18=-145/1037, 15-16=-73/660, 14-15=-73/656, 6-14=-332/181 WEBS 3-18=-22/330, 4-16=-437/184, 5-16=-130/752, 5-15=0/339, 5-14=-1536/73, 8-14=-281/135, 1-19=-15/1120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 11, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. February 12,2019 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 B19900381 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111415 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-om2pwKdr7aDHWkwIiKd?qAAWtCqA1z975zHlNNzmCGg Scale = 1:71.6 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 4x6 5x6 5x6 3x6 3x4 3x6 3x4 4x6 3x4 3x6 3x6 3x4 3x8 2x4 3x4 4x6 5x12 5x6 3x6 6-0-2 6-0-2 11-9-11 5-9-10 18-2-8 6-4-13 24-7-5 6-4-13 32-7-0 7-11-11 32-7-8 0-0-8 39-11-0 7-3-8 6-0-2 6-0-2 11-9-11 5-9-10 18-2-8 6-4-13 24-7-5 6-4-13 30-0-0 5-4-11 32-7-8 2-7-8 39-11-0 7-3-8 2-1-910-0-012-0-01-9-92-0-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-4-4,0-2-4], [5:0-4-4,0-2-4], [9:Edge,0-1-12], [18:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.67 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.05 0.08 (loc) 12-13 12-13 12 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 3-15,5-15: 2x4 SPF No.2, 1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 4-15, 5-13, 6-12 REACTIONS.(lb/size)19=1438/0-5-8, 10=211/0-8-0, 12=1942/0-5-8 Max Horz 19=-288(LC 4) Max Uplift 19=-46(LC 6), 10=-136(LC 7), 12=-32(LC 7) Max Grav 19=1438(LC 1), 10=212(LC 11), 12=1942(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1593/175, 2-3=-1538/245, 3-4=-1301/261, 4-5=-1301/261, 5-6=-1285/245, 6-8=-39/260, 1-19=-1378/142 BOT CHORD 18-19=-231/288, 17-18=-183/1254, 15-17=-148/1192, 13-15=-64/993, 12-13=-28/577, 8-12=-357/167 WEBS 2-18=-285/91, 3-17=-17/318, 3-15=-173/303, 4-15=-433/184, 5-15=-144/607, 6-13=-57/623, 6-12=-1481/0, 1-18=-46/1254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12 except (jt=lb) 10=136. 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. February 12,2019 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 B19900381 Truss T07 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111416 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GycC7geTutL88uVUG18ENOjgec9MmOSHKd0JvpzmCGf Scale = 1:72.1 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 4x6 5x6 5x6 3x6 3x4 3x6 3x6 4x6 3x6 3x6 3x6 3x4 3x8 2x4 3x6 4x6 6x6 8x10 3x6 6-0-2 6-0-2 11-9-11 5-9-10 18-2-8 6-4-13 24-7-5 6-4-13 32-7-0 7-11-11 32-7-8 0-0-8 39-11-0 7-3-8 6-0-2 6-0-2 11-9-11 5-9-10 18-2-8 6-4-13 24-7-5 6-4-13 30-0-0 5-4-11 32-7-8 2-7-8 39-11-0 7-3-8 2-1-910-0-012-0-01-9-912-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-4-4,0-2-4], [5:0-4-4,0-2-4], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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 0.64 0.73 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.27 0.05 -0.05 (loc) 12-13 12-13 12 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-15,5-15: 2x4 SPF No.2, 1-19,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 4-15, 5-13, 6-12 REACTIONS.(lb/size)19=1393/0-5-8, 12=2198/0-5-8 Max Horz 19=-288(LC 4) Max Uplift 19=-37(LC 6), 12=-197(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1539/128, 2-3=-1472/188, 3-4=-1217/189, 4-5=-1217/189, 5-6=-1147/125, 6-8=-113/474, 8-9=-133/458, 1-19=-1333/103 BOT CHORD 18-19=-231/288, 17-18=-187/1209, 15-17=-152/1138, 13-15=-73/877, 12-13=-45/390, 8-12=-295/126 WEBS 2-18=-270/77, 3-17=-19/324, 3-15=-162/251, 4-15=-433/184, 5-15=-139/636, 5-13=-263/128, 6-13=-45/770, 1-18=-5/1207, 9-11=-378/233, 6-12=-1773/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 19 except (jt=lb) 12=197. 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. February 12,2019 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 B19900381 Truss T08 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111417 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-k8AaL0f5fBT?m23gplfTwbFtd0Z7VpDQZHmsRFzmCGe Scale = 1:71.4 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 918192021 4x6 5x8 5x8 3x8 2x4 3x6 3x6 3x6 3x4 3x6 3x6 3x8 3x6 3x4 2x4 4x6 3x6 4-8-0 4-8-0 11-9-11 7-1-11 18-2-8 6-4-13 23-1-12 4-11-4 24-7-5 1-5-9 31-9-0 7-1-11 38-4-0 6-7-0 4-8-0 4-8-0 11-9-11 7-1-11 18-2-8 6-4-13 24-7-5 6-4-13 31-9-0 7-1-11 38-4-0 6-7-0 4-1-912-0-02-10-412-0-08.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0], [5:0-4-0,0-1-9], [16:0-2-8,0-1-8] 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 0.56 0.51 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.27 0.02 0.02 (loc) 10-12 10-12 9 15 l/defl >999 >666 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,2-15,7-10,1-16,8-10: 2x3 SPF No.2, 1-17,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 3-13, 4-12, 5-12, 7-12 REACTIONS.(lb/size)17=1004/Mechanical, 12=2100/0-3-8, 9=525/Mechanical Max Horz 17=-207(LC 4) Max Uplift 17=-21(LC 6), 12=-53(LC 7), 9=-7(LC 7) Max Grav 17=1033(LC 10), 12=2100(LC 1), 9=543(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-764/71, 2-3=-762/147, 3-4=-316/150, 5-7=-10/252, 7-8=-492/39, 1-17=-1013/63, 8-9=-507/35 BOT CHORD 15-16=-161/609, 13-15=-120/531, 12-13=-113/316, 10-12=0/337 WEBS 2-16=-286/92, 3-15=-4/385, 3-13=-483/56, 4-13=0/648, 4-12=-1160/155, 5-12=-447/77, 7-12=-568/155, 7-10=0/258, 1-16=-19/800, 8-10=0/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 12, 9. 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. February 12,2019 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 B19900381 Truss T09 Truss Type Common Qty 10 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111418 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-CKkyYMgjQVbsNCetNSAiSpo2hQrvEMRaoxVP_izmCGd Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 101516 3x4 4x6 3x4 3x8 3x4 3x6 3x4 3x6 3x4 3x6 3x6 3x4 7-7-3 7-7-3 14-11-13 7-4-11 22-7-0 7-7-3 -1-10-8 1-10-8 4-9-0 4-9-0 11-3-8 6-6-8 17-10-0 6-6-8 22-7-0 4-9-0 24-5-8 1-10-8 1-6-1410-11-131-6-1410.00 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 0.54 0.67 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.26 0.03 0.02 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 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* 5-11,5-13: 2x4 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size)14=1106/0-3-8, 10=1106/0-3-8 Max Horz 14=-268(LC 4) Max Uplift 14=-91(LC 6), 10=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-996/202, 5-7=-996/202, 2-14=-254/158, 8-10=-254/158 BOT CHORD 13-14=-81/720, 11-13=0/538, 10-11=0/720 WEBS 5-11=-86/412, 5-13=-86/412, 3-14=-1065/8, 7-10=-1065/8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 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. February 12,2019 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 B19900381 Truss T10 Truss Type Common Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111419 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-gXIKmigLBokj?MD3xAix?0LDNqByzpjj0bFzW8zmCGc Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 10161711 3x4 4x6 3x4 3x8 3x4 3x6 3x4 3x6 3x4 3x6 3x6 3x4 7-7-3 7-7-3 14-11-13 7-4-11 17-10-8 2-10-11 22-7-0 4-8-8 -1-10-8 1-10-8 4-9-0 4-9-0 11-3-8 6-6-8 17-10-0 6-6-8 22-7-0 4-9-0 24-5-8 1-10-8 1-6-1410-11-131-6-1410.00 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 0.55 0.68 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.28 0.03 0.02 (loc) 12-14 12-14 10 12-14 l/defl >999 >741 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 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* 5-12,5-14: 2x4 SPF No.2, 2-15,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-10 REACTIONS.(lb/size)15=1100/0-3-8, 10=1082/0-3-8, 11=30/0-3-8 Max Horz 15=-268(LC 4) Max Uplift 15=-99(LC 6), 10=-117(LC 7) Max Grav 15=1100(LC 1), 10=1082(LC 1), 11=145(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-988/209, 5-7=-976/222, 2-15=-253/159 BOT CHORD 14-15=-88/715, 12-14=0/531, 11-12=0/706, 10-11=0/706 WEBS 5-12=-111/391, 5-14=-79/415, 3-15=-1059/14, 7-10=-1055/18 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 10=117. 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. February 12,2019 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 B19900381 Truss T11 Truss Type Common Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111420 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-gXIKmigLBokj?MD3xAix?0L9PqBazqqj0bFzW8zmCGc Scale: 3/16"=1' 1 2 3 4 5 6 10 9 8 71112 3x4 5x8 3x6 3x8 3x4 3x6 3x4 3x6 4x8 7-7-3 7-7-3 17-10-8 10-3-5 -1-10-8 1-10-8 4-9-0 4-9-0 11-3-8 6-6-8 17-10-8 6-7-0 1-6-1410-11-135-5-1510.00 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 0.70 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.47 -0.81 0.01 0.01 (loc) 7-8 7-8 7 8-10 l/defl >445 >259 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-8,3-10: 2x3 SPF No.2, 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. WEBS 1 Row at midpt 3-10, 5-7 REACTIONS.(lb/size)10=912/0-3-8, 7=871/0-3-8 Max Horz 10=265(LC 6) Max Uplift 10=-67(LC 6), 7=-56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-783/149 BOT CHORD 8-10=-144/570, 7-8=-23/321 WEBS 5-8=-56/568, 3-10=-900/0, 5-7=-531/49 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. February 12,2019 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 B19900381 Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111421 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-dvP5BOibjQ_REfNR2akP4RQT7dtPRfo0Uvk3a1zmCGa Scale = 1:71.4 1 2 3 4 5 6 7 8 9161514 13 12 11 10 17 18 19 6x10 6x10 3x6 3x6 3x4 2x4 3x6 3x4 3x6 3x8 3x6 4x8 3x6 5x8 10-10-12 10-10-12 19-0-0 8-1-4 19-1-12 0-1-12 25-11-8 6-9-12 31-11-0 5-11-8 -1-2-8 1-2-8 5-6-10 5-6-10 10-10-12 5-4-2 19-0-0 8-1-4 19-3-8 0-3-8 25-11-8 6-8-0 31-11-0 5-11-8 33-9-8 1-10-8 1-0-310-1-212-1-21-6-142-0-012-1-210.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-1-0], [5:0-5-12,0-1-0], [13:0-2-12,0-2-12], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.91 0.68 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.79 0.02 0.34 (loc) 14-16 14-16 10 14-16 l/defl >729 >290 n/a >679 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-13: 2x4 SPF No.2, 2-16,8-10: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing. Except: 1 Row at midpt 5-13 WEBS 1 Row at midpt 4-13 REACTIONS.(lb/size)12=1526/0-3-8, 10=575/0-3-8, 16=944/0-10-0 Max Horz 16=-289(LC 4) Max Uplift 12=-156(LC 6), 10=-122(LC 7), 16=-231(LC 6) Max Grav 12=1526(LC 1), 10=599(LC 11), 16=961(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-513/339, 3-4=-731/379, 7-8=-440/110, 2-16=-505/291, 8-10=-551/154 BOT CHORD 14-16=-281/634, 13-14=-210/490, 12-13=-1465/386, 5-13=-494/79 WEBS 4-14=-316/593, 4-13=-812/274, 3-16=-448/60, 11-13=0/275, 7-13=-340/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) The Fabrication Tolerance at joint 5 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=156, 10=122, 16=231. 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. February 12,2019 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 B19900381 Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111422 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-56zTOjjEUj6IspyecIFedfziy1BaA6M9iZTd7TzmCGZ Scale = 1:71.4 1 2 3 4 5 6 7 8 9 1018171615 14 13 12 11 19 20 21 6x10 6x10 3x6 3x4 3x4 3x4 2x4 3x4 3x4 3x6 3x8 3x6 3x4 2x4 3x6 5x8 0-7-8 0-7-8 10-10-12 10-3-4 19-0-0 8-1-4 19-1-12 0-1-12 25-11-8 6-9-12 31-11-0 5-11-8 -1-2-8 1-2-8 5-10-6 5-10-6 10-10-12 5-0-6 19-0-0 8-1-4 19-3-8 0-3-8 25-11-8 6-8-0 31-11-0 5-11-8 33-9-8 1-10-8 1-0-310-1-212-1-21-6-142-0-012-1-210.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-0], [6:0-5-12,0-1-0], [14:0-2-12,0-2-12] 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 0.65 0.81 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.44 0.02 0.19 (loc) 15-17 15-17 11 15-17 l/defl >999 >500 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14: 2x4 SPF No.2, 9-11,2-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size)13=1497/0-3-8, 11=575/0-3-8, 17=980/0-3-8 Max Horz 17=-289(LC 4) Max Uplift 13=-147(LC 6), 11=-124(LC 7), 17=-229(LC 6) Max Grav 13=1497(LC 1), 11=600(LC 11), 17=998(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-389/190, 3-4=-351/260, 4-5=-682/362, 8-9=-441/111, 9-11=-552/154, 2-18=-380/197 BOT CHORD 15-17=-266/560, 14-15=-204/458, 13-14=-1436/372, 6-14=-493/78 WEBS 5-15=-287/533, 5-14=-758/246, 4-17=-538/72, 12-14=0/285, 8-14=-338/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) The Fabrication Tolerance at joint 6 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=147, 11=124, 17=229. 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. February 12,2019 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 B19900381 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111423 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ZIXrb3jsF1E9UzXqA?mt9sVraRVdvYaJxDDAfvzmCGY Scale = 1:69.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 3x4 6x10 6x10 3x6 3x4 3x4 2x4 3x4 3x4 3x6 3x8 4x8 3x8 5x8 10-3-4 10-3-4 18-4-8 8-1-4 18-6-4 0-1-12 25-4-0 6-9-12 31-3-8 5-11-8 5-2-14 5-2-14 10-3-4 5-0-6 18-4-8 8-1-4 18-8-0 0-3-8 25-4-0 6-8-0 31-3-8 5-11-8 1-6-710-1-212-1-21-6-142-0-012-1-210.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-1-0], [4:0-5-12,0-1-0], [11:0-2-12,0-2-12] 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 0.79 0.95 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.65 0.02 0.28 (loc) 12-14 12-14 8 12-14 l/defl >852 >339 n/a >788 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-11: 2x4 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing. Except: 1 Row at midpt 4-11 WEBS 1 Row at midpt 3-11 REACTIONS.(lb/size)10=1512/0-3-8, 8=444/0-3-8, 14=838/0-3-8 Max Horz 14=-283(LC 4) Max Uplift 10=-168(LC 7), 8=-33(LC 7), 14=-175(LC 6) Max Grav 10=1512(LC 1), 8=466(LC 11), 14=854(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-306/222, 2-3=-690/355, 6-7=-444/75, 1-14=-278/166, 7-8=-418/60 BOT CHORD 12-14=-281/565, 11-12=-220/464, 10-11=-1451/417, 4-11=-491/84 WEBS 3-12=-301/552, 3-11=-773/270, 2-14=-592/104, 9-11=0/291, 6-11=-355/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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) The Fabrication Tolerance at joint 4 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 10=168, 14=175. 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. February 12,2019 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 B19900381 Truss TG01 Truss Type Common Girder Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111424 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1U5DpPkU0LM05760kjH6i420lr?Qe2hSAsykBMzmCGX Scale = 1:65.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15161817 3x6 4x6 3x6 4x6 3x6 4x6 5x12 3x8 3x6 5x12 3x6 4x6 4x6 3x6 5x6 3x6 7-7-8 7-7-8 14-11-8 7-4-0 22-7-0 7-7-8 -1-10-8 1-10-8 5-9-8 5-9-8 11-3-8 5-6-0 16-9-8 5-6-0 22-7-0 5-9-8 24-5-8 1-10-8 1-6-1410-11-131-6-1410.00 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 0.83 0.27 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.02 0.01 (loc) 10-11 10-11 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-17,7-17: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-15 JOINTS 1 Brace at Jt(s): 15, 16, 18 REACTIONS.(lb/size)14=1013/0-3-8, 10=1013/0-3-8 Max Horz 14=-265(LC 4) Max Uplift 14=-92(LC 6), 10=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-546/117, 5-7=-546/117 BOT CHORD 13-14=-120/640, 11-13=0/781, 10-11=0/640 WEBS 7-11=0/380, 3-13=0/381, 3-14=-1054/116, 7-10=-1053/117, 3-16=-575/88, 16-18=-575/88, 15-18=-575/88, 7-15=-574/89 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) 14, 10. 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. February 12,2019 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 B19900381 Truss TG02 Truss Type Common Girder Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111425 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1U5DpPkU0LM05760kjH6i422Ar?Le61SAsykBMzmCGX Scale = 1:61.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 2x4 4x6 6x16 4x6 3x8 3x6 3x6 4x6 5x12 4x6 3x6 3x6 4x6 8-5-12 8-5-12 12-5-4 3-11-8 15-6-8 3-1-4 20-11-0 5-4-8 5-4-8 5-4-8 10-5-8 5-1-0 15-6-8 5-1-0 20-11-0 5-4-8 22-9-8 1-10-8 1-6-1410-3-71-6-1410.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.67 0.28 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.11 0.01 0.00 (loc) 8-9 8-9 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x6 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): 13, 15 REACTIONS.(lb/size)11=694/0-3-8, 12=405/0-8-0, 8=672/0-3-8 Max Horz 12=-269(LC 4) Max Uplift 11=-15(LC 6), 12=-34(LC 7), 8=-100(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-327/93, 3-4=-326/86 BOT CHORD 11-12=-163/260, 9-11=0/272, 8-9=0/342 WEBS 2-12=-369/113, 4-8=-574/94, 11-15=-368/19, 2-11=-315/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 11, 12, 8. 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. February 12,2019 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 B19900381 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 229 Bridgemont Job Reference (optional) I36111426 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ztD_E5mkYycjLQFPr8KanV7SeeYU6_eldARqGEzmCGV Scale = 1:60.7 1 2 3 4 7 6 58910111213 14 3x6 4x8 2x4 3x4 4x6 2x4 8x8 5-4-8 5-4-8 12-7-0 7-2-8 5-4-8 5-4-8 10-5-8 5-1-0 12-7-0 2-1-8 1-6-1410-3-78-6-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.81 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 0.00 0.05 (loc) 5-6 5-6 5 5-6 l/defl >999 >651 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6,3-5: 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 4-5 REACTIONS.(lb/size)7=2116/0-3-8, 5=2084/0-3-8 Max Horz 7=250(LC 13) Max Uplift 7=-2(LC 5), 5=-175(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1920/17, 2-3=-1934/199, 1-7=-1620/6 BOT CHORD 6-7=-268/156, 5-6=-35/265 WEBS 2-6=-337/244, 3-6=-272/2489, 1-6=0/1284, 3-5=-1258/179 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=175. 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) 523 lb down and 18 lb up at 1-1-4, 523 lb down and 19 lb up at 3-1-4, 523 lb down and 19 lb up at 5-1-4, 511 lb down and 19 lb up at 7-1-4, and 483 lb down and 19 lb up at 9-1-4, and 495 lb down and 19 lb up at 11-1-4 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: 1-3=-60, 3-4=-60, 7-11=-20, 11-14=-60, 5-14=-20 Continued on page 2 February 12,2019 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 B19900381 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 229 Bridgemont Job Reference (optional) I36111426 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:26 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ztD_E5mkYycjLQFPr8KanV7SeeYU6_eldARqGEzmCGV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-523(B) 8=-523(B) 9=-523(B) 10=-511(B) 12=-483(B) 13=-495(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 B19900381 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111427 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-R3mMRRnMJGkayaqbPrrpKiggu20frWlusqBOogzmCGU Scale = 1:41.5 1 2 3 4 5 9 8 7 610113x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 16-4-9 16-4-9 16-4-14 0-0-5 8-2-7 8-2-7 16-4-14 8-2-7 0-0-46-10-10-0-410.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-1-12], [7:0-3-0,0-1-4], [8:0-1-4,0-0-0] 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-S 0.19 0.30 0.15 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: 50 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 16-4-5. (lb) - Max Horz 1=-151(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-135(LC 6), 6=-135(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=384(LC 1), 9=415(LC 10), 6=415(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-276/181, 4-6=-277/181 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=135, 6=135. 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. February 12,2019 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 B19900381 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111428 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-vGKkfnn?4ZsRakPozZM2swCqPSP?a_m25UwxK7zmCGT Scale = 1:33.8 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-2-3 13-2-3 13-2-8 0-0-5 6-7-4 6-7-4 13-2-8 6-7-4 0-0-45-6-10-0-410.00 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 0.10 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: 40 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 13-1-14. (lb) - Max Horz 1=-120(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-113(LC 6), 6=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=303(LC 10), 6=303(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=113, 6=113. 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. February 12,2019 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 B19900381 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111429 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-OSu6s7odqt_ICu__WGtHP7ly2sioJRJBK8gVsZzmCGS Scale = 1:26.9 1 2 3 43x6 4x6 3x6 2x4 0-0-5 0-0-5 10-0-1 9-11-13 5-0-1 5-0-1 10-0-1 5-0-1 0-0-44-2-10-0-410.00 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 0.41 0.26 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: 26 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=194/9-11-8, 3=194/9-11-8, 4=348/9-11-8 Max Horz 1=-89(LC 4) 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. February 12,2019 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 B19900381 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111430 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-seSU3SpFbB69p2ZA4zOWxLIBMF4R2vHLYoP2P?zmCGR Scale = 1:20.0 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 6-9-11 6-9-6 3-4-14 3-4-14 6-9-11 3-4-14 0-0-42-10-10-0-410.00 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 0.18 0.17 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=126/6-9-1, 3=126/6-9-1, 4=229/6-9-1 Max Horz 1=-58(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. February 12,2019 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 B19900381 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111431 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-seSU3SpFbB69p2ZA4zOWxLICxF6M2vaLYoP2P?zmCGR Scale = 1:10.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 3-7-5 3-7-0 1-9-10 1-9-10 3-7-5 1-9-10 0-0-41-6-10-0-410.00 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 0.08 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=64/3-6-11, 3=64/3-6-11, 4=97/3-6-11 Max Horz 1=27(LC 5) Max Uplift 1=-9(LC 7), 3=-11(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. February 12,2019 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 B19900381 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111432 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-Kr0tHoqtMUE0RC8MehvlUYqKQfPdnM?UnS9bxSzmCGQ Scale = 1:16.4 1 2 3 2x4 2x4 2x4 3-2-10 3-2-10 0-0-42-8-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.17 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: 8 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 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=109/3-2-6, 3=109/3-2-6 Max Horz 1=70(LC 6) Max Uplift 3=-38(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. February 12,2019 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 B19900381 Truss V07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111433 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-o1aFU8qV7oMt3LjZBOQ_1mNUw3koWkyd06u9TuzmCGP Scale = 1:69.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 4x6 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 27-2-8 27-2-8 13-7-4 13-7-4 27-2-8 13-7-4 0-0-411-4-10-0-410.00 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 0.36 0.24 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 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 5-12 REACTIONS.All bearings 27-2-8. (lb) - Max Horz 1=-256(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 14=-111(LC 6), 15=-153(LC 6), 11=-110(LC 7), 10=-153(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=412(LC 1), 14=475(LC 10), 15=509(LC 1), 11=475(LC 11), 10=509(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-15=-313/206, 8-10=-313/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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) 14=111, 15=153, 11=110, 10=153. 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. February 12,2019 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 B19900381 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111434 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-GD8diUr7u6UkgVIll6yDZzwijT2hFCZnEmei0KzmCGO Scale = 1:61.5 1 2 3 4 5 6 7 12 11 10 9 81314 3x4 4x6 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-13 23-11-13 24-0-2 0-0-5 12-0-1 12-0-1 24-0-2 12-0-1 0-0-410-0-10-0-410.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] 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-S 0.17 0.33 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-11-8. (lb) - Max Horz 1=-225(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-122(LC 6), 12=-119(LC 6), 9=-121(LC 7), 8=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=385(LC 1), 11=502(LC 10), 12=377(LC 1), 9=501(LC 11), 8=378(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-258/171, 5-9=-258/170 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) 11=122, 12=119, 9=121, 8=118. 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. February 12,2019 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 B19900381 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111435 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-kPi?vqslfPcbIftxJpTS6BStItQ__gCwTQNFYmzmCGN Scale = 1:53.4 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 20-9-11 20-9-7 10-4-14 10-4-14 20-9-11 10-4-14 0-0-48-8-10-0-410.00 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 0.18 0.20 0.16 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: 69 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. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-9-2. (lb) - Max Horz 1=-194(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-127(LC 6), 9=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=401(LC 1), 11=428(LC 10), 13=257(LC 1), 9=428(LC 11), 8=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/177, 5-9=-267/177 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=127, 9=127. 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. February 12,2019 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 B19900381 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111436 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-CcFN7AtOQjlSwpS8tX_heO?1KGkdj7W4i47p4DzmCGM Scale = 1:46.7 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 17-7-0 17-7-0 17-7-5 0-0-5 8-9-11 8-9-11 17-7-5 8-9-11 0-0-47-4-10-0-410.00 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 0.23 0.36 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 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 17-6-11. (lb) - Max Horz 1=163(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-147(LC 6), 6=-146(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=386(LC 1), 9=476(LC 10), 6=477(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-298/195, 4-6=-300/196 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=147, 6=146. 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. February 12,2019 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 B19900381 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111437 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-CcFN7AtOQjlSwpS8tX_heO?1SGn?j8D4i47p4DzmCGM Scale = 1:36.6 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-4-15 14-4-10 7-2-7 7-2-7 14-4-15 7-2-7 0-0-46-0-10-0-410.00 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 0.22 0.15 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: 44 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 14-4-5. (lb) - Max Horz 1=-132(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-119(LC 6), 6=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=372(LC 1), 8=343(LC 10), 6=343(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=119, 6=119. 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. February 12,2019 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 B19900381 Truss V12 Truss Type GABLE Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111438 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-hoplKWu0B1tJXz0KQEVwBcY7Vg4ISbYDxksMcfzmCGL Scale = 1:28.6 1 2 3 43x8 4x6 3x8 2x4 11-2-8 11-2-8 5-7-4 5-7-4 11-2-8 5-7-4 0-0-44-8-10-0-410.00 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-4], [3:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.33 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 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=220/11-2-8, 3=220/11-2-8, 4=393/11-2-8 Max Horz 1=101(LC 5) Max Uplift 1=-21(LC 6), 3=-27(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. February 12,2019 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 B19900381 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111439 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-9_N8XsueyK?997bW_x09kp4NN4RyB3pN9Ocw95zmCGK Scale = 1:22.7 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 8-0-2 7-11-13 4-0-1 4-0-1 8-0-2 4-0-1 0-0-43-4-10-0-410.00 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 0.26 0.24 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 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=151/7-11-8, 3=151/7-11-8, 4=275/7-11-8 Max Horz 1=-70(LC 4) Max Uplift 1=-16(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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. February 12,2019 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 B19900381 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111440 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-dBxWlCvGje70nGAjYfXOG1dZhUpRwWUWO2LThYzmCGJ Scale = 1:12.8 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 4-9-11 4-9-7 2-4-14 2-4-14 4-9-11 2-4-14 0-0-42-0-10-0-410.00 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 0.16 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=91/4-9-2, 3=91/4-9-2, 4=138/4-9-2 Max Horz 1=-39(LC 4) Max Uplift 1=-13(LC 7), 3=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. February 12,2019 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 B19900381 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111441 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-dBxWlCvGje70nGAjYfXOG1dYXUmrwW?WO2LThYzmCGJ Scale = 1:34.3 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-10-2 6-10-2 0-0-45-8-710.00 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-S 0.23 0.26 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: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=56/6-9-14, 4=129/6-9-14, 5=322/6-9-14 Max Horz 1=163(LC 6) Max Uplift 4=-46(LC 6), 5=-114(LC 6) Max Grav 1=116(LC 6), 4=129(LC 1), 5=322(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=114. 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. February 12,2019 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 B19900381 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111442 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-5NVuyXwuUyFtOQlv6M3dpEAjMu8qfy7fdi50D_zmCGI Scale = 1:37.4 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-8-14 14-8-9 7-4-7 7-4-7 14-8-14 7-4-7 0-0-46-1-110-0-410.00 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 0.22 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 14-8-5. (lb) - Max Horz 1=-135(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-122(LC 6), 6=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=377(LC 1), 8=353(LC 10), 6=353(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=122, 6=121. 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. February 12,2019 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 B19900381 Truss V17 Truss Type GABLE Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111443 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-ZZ3GAtxWFFNk0aK5f4asLRirjHVoOP1prMqalQzmCGH Scale = 1:29.4 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-6-8 11-6-8 5-9-4 5-9-4 11-6-8 5-9-4 0-0-44-9-110-0-410.00 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 0.44 0.11 0.08 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: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-6-8. (lb) - Max Horz 1=-104(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-113(LC 6), 6=-113(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=298(LC 10), 6=298(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=113, 6=113. 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. February 12,2019 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 B19900381 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111444 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-1mdeNDx80ZVbekvHDn55ufF16hqw7tmy40a7IszmCGG Scale: 1/2"=1' 1 2 3 43x6 4x6 3x6 2x4 0-0-5 0-0-5 8-4-1 8-3-13 4-2-1 4-2-1 8-4-1 4-2-1 0-0-43-5-110-0-410.00 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 0.27 0.18 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 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=159/8-3-8, 3=159/8-3-8, 4=285/8-3-8 Max Horz 1=73(LC 5) Max Uplift 1=-15(LC 6), 3=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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. February 12,2019 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 B19900381 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 229 Bridgemont Job Reference (optional) I36111445 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Feb 11 13:11:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-VyA1bZynntdSGuUUnVcKQsoEF5B6sKS6JgJhqJzmCGF Scale = 1:15.3 1 2 3 4 2x4 4x6 2x4 2x4 5-1-6 5-1-6 5-1-11 0-0-5 2-6-14 2-6-14 5-1-11 2-6-14 0-0-42-1-110-0-410.00 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 0.18 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 5-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/5-1-1, 3=99/5-1-1, 4=150/5-1-1 Max Horz 1=-42(LC 4) Max Uplift 1=-14(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. February 12,2019 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