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HomeMy WebLinkAbout221JGB - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: Design Code: IRC2003/TPI2002 Wind Code: ASCE 7-05 Wind Speed: 90 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 54 individual, dated Truss Design Drawings and 0 Additional Drawings. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf June 10, 2019 Liu, Xuegang The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). Truss Design Engineer's Name: Liu, Xuegang My license renewal date for the state of Indiana is July 31, 2020. B19901752 Wedgewood 221 Bridgemont IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No. Seal# Truss Name Date 1 I37370293 ge01 6/10/2019 2 I37370294 ge02 6/10/2019 3 I37370295 ge03 6/10/2019 4 I37370296 ge04 6/10/2019 5 I37370297 ge05 6/10/2019 6 I37370298 ge06 6/10/2019 7 I37370299 ge07 6/10/2019 8 I37370300 ge08 6/10/2019 9 I37370301 ge09 6/10/2019 10 I37370302 ge10 6/10/2019 11 I37370303 mg01 6/10/2019 12 I37370304 pb01 6/10/2019 13 I37370305 pb02 6/10/2019 14 I37370306 pb03 6/10/2019 15 I37370307 pb04 6/10/2019 16 I37370308 pb06 6/10/2019 17 I37370309 pbe01 6/10/2019 18 I37370310 pbe02 6/10/2019 19 I37370311 pbe03 6/10/2019 20 I37370312 pbe04 6/10/2019 21 I37370313 pbe05 6/10/2019 22 I37370314 pbe07 6/10/2019 23 I37370315 t01 6/10/2019 24 I37370316 t02 6/10/2019 25 I37370317 t03 6/10/2019 26 I37370318 t04 6/10/2019 27 I37370319 t05 6/10/2019 No. Seal# Truss Name Date 28 I37370320 t06 6/10/2019 29 I37370321 t07 6/10/2019 30 I37370322 t08 6/10/2019 31 I37370323 t09 6/10/2019 32 I37370324 t10 6/10/2019 33 I37370325 t11 6/10/2019 34 I37370326 t12 6/10/2019 35 I37370327 tg01 6/10/2019 36 I37370328 v01 6/10/2019 37 I37370329 v02 6/10/2019 38 I37370330 v03 6/10/2019 39 I37370331 v04 6/10/2019 40 I37370332 v05 6/10/2019 41 I37370333 v06 6/10/2019 42 I37370334 v07 6/10/2019 43 I37370335 v08 6/10/2019 44 I37370336 v09 6/10/2019 45 I37370337 v10 6/10/2019 46 I37370338 v11 6/10/2019 47 I37370339 v12 6/10/2019 48 I37370340 v13 6/10/2019 49 I37370341 v14 6/10/2019 50 I37370342 v15 6/10/2019 51 I37370343 v16 6/10/2019 52 I37370344 v17 6/10/2019 53 I37370345 v18 6/10/2019 54 I37370346 v19 6/10/2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE01 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370293 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-?WChQTlNkQqeqdHjycMHaQtwyxn?0PI1Y3C1Goz8dFI Scale = 1:112.5 1 2 3 4 5 6 7 8 9 10 11 12 30 29 28 27 26 25 23 22 21 20 19 18 17 16 1359606162 24 63 64 15 14 3x4 6x8 4x6 6x8 3x6 3x6 4x6 4x8 2x4 4x8 2x4 2x4 4x8 3x6 4x6 8x8 4x8 6x8 3x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-8 10-5-8 17-8-10 7-3-2 24-10-0 7-1-6 27-3-0 2-5-0 31-11-6 4-8-6 37-3-4 5-3-14 39-2-8 1-11-4 46-4-0 7-1-8 47-7-0 1-3-0 49-2-8 1-7-8 53-8-0 4-5-8 5-4-0 5-4-0 10-5-8 5-1-8 17-8-10 7-3-2 24-10-0 7-1-6 31-11-6 7-1-6 39-2-8 7-3-2 46-4-0 7-1-8 53-8-0 7-4-0 54-10-8 1-2-8 3-10-1411-9-00-10-1411-9-09.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [3:0-5-4,0-3-0], [8:0-5-4,0-3-0], [9:0-4-0,0-4-8], [13:Edge,0-5-4], [13:0-1-12,0-0-0], [47:0-1-10,0-0-0], [48:0-1-10,0-0-0], [49:0-1-12,0-0-1] 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 0.84 0.78 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.77 0.04 0.03 (loc) 29-30 29-30 23 25-27 l/defl >878 >418 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 428 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 26-28: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-29,10-19,10-16,2-30,11-16: 2x3 SPF No.2 1-30,11-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 31-32,22-38,20-39,40-41: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-27, 4-27, 5-27, 7-23, 8-23, 8-19, 10-19, 2-30 2 Rows at 1/3 pts 5-23 REACTIONS.All bearings 20-7-8 except (jt=length) 30=0-3-8, 13=4-9-0, 24=0-3-8, 15=0-3-8, 14=0-3-8. (lb) - Max Horz 30=-269(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 30, 17, 15 except 23=-336(LC 5), 16=-103(LC 7), 13=-110(LC 7), 20=-308(LC 2) Max Grav All reactions 250 lb or less at joint(s) 18, 17, 24, 14 except 23=2273(LC 1), 19=579(LC 1), 16=292(LC 11), 30=1471(LC 10), 13=322(LC 11), 22=285(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1249/221, 3-4=-935/241, 4-5=-935/241, 5-7=-37/349, 7-8=-38/350, 8-10=-51/314, 11-13=-284/135 BOT CHORD 29-30=-196/820, 27-29=-147/925, 25-27=-99/518, 24-25=-99/518, 23-24=-99/518 WEBS 2-29=-85/267, 3-29=-13/325, 4-27=-463/191, 5-27=-113/792, 5-25=0/293, 5-23=-1612/213, 7-23=-481/198, 8-23=-347/43, 2-30=-1339/125 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 17, 15 except (jt=lb) 23=336, 16=103, 13=110, 20=308. 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.Continued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE01 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370293 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:11 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-?WChQTlNkQqeqdHjycMHaQtwyxn?0PI1Y3C1Goz8dFI NOTES- 10) 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 B19901752 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370294 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-uHSCFqouoeL4JEbUBRQDlG2jWYJKyQndThAEQZz8dFE Scale = 1:91.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 5352 5150 4948 47 46 45 44 4x8 4x6 4x6 4x6 3x4 3x4 3x6 6x6 3x6 3x6 51-7-0 51-7-0 -1-2-8 1-2-8 14-5-8 14-5-8 43-2-8 28-9-0 51-7-0 8-4-8 0-10-1411-9-05-5-1011-9-09.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [8:0-2-8,Edge], [14:0-3-0,0-3-4], [37:0-3-0,0-3-4], [85:0-0-0,0-1-12] 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-R 0.42 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 44 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 552 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 10-78,9-79,7-80,6-81,5-82,4-83,3-84,40-47,41-46,42-45: 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.): 14-37. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 37-50, 36-51, 35-52, 34-54, 33-55, 32-56, 31-57, 30-58, 29-59, 28-60, 26-61, 25-62, 24-63, 23-64, 22-65, 21-67, 20-68, 19-69, 18-70, 17-71, 16-72, 15-74, 13-75, 12-76, 11-77, 38-49, 39-48, 40-47 REACTIONS.All bearings 51-7-0. (lb) - Max Horz 85=341(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 44, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 48, 47, 46, 45 except 85=-220(LC 4), 84=-157(LC 5) Max Grav All reactions 250 lb or less at joint(s) 44, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 49, 48, 47, 46, 45 except 85=310(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-85=-256/198, 2-3=-377/296, 3-4=-294/248, 4-5=-276/252, 5-6=-251/250, 12-13=-96/273, 37-38=-65/274, 38-39=-70/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone 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) 44, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 67, 68, 69, 70, 71, 72, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 48, 47, 46, 45 except (jt=lb) 85=220, 84=157. 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 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370294 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:15 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-uHSCFqouoeL4JEbUBRQDlG2jWYJKyQndThAEQZz8dFE 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 B19901752 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370295 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-MT0aTApWZyTxxO9gl9ySHUauWyd3htFmiLwny?z8dFD Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 39 40 41 3x4 3x6 4x6 4x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-7-0 20-7-0 -1-2-8 1-2-8 8-8-15 8-8-15 11-10-1 3-1-1 20-7-0 8-8-15 21-9-8 1-2-8 1-5-911-8-01-5-911-8-014.00 12 Plate Offsets (X,Y)-- [9:0-0-0,0-1-12], [9:0-4-8,0-1-12], [10:0-1-12,0-0-0], [12:0-1-12,0-0-0], [13:0-0-0,0-1-12], [13:0-4-8,0-1-12] 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 0.40 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 170 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* 10-30,8-31,7-32,12-29,14-28,15-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 9-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 30-40, 8-31, 7-32, 29-41, 14-28, 15-27 JOINTS 1 Brace at Jt(s): 39, 40, 41 REACTIONS.All bearings 20-7-0. (lb) - Max Horz 38=-296(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 35, 36, 28, 27, 26, 25, 24 except 38=-376(LC 4), 22=-333(LC 5), 37=-321(LC 5), 23=-292(LC 4) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 35, 36, 28, 27, 26, 25, 24 except 38=407(LC 5), 22=363(LC 4), 30=257(LC 7), 37=295(LC 4), 29=251(LC 1), 23=266(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-248/258, 2-3=-276/289, 6-7=-25/288, 7-8=-26/374, 8-9=-22/394, 9-10=0/293, 10-11=0/293, 11-12=0/293, 12-13=0/293, 13-14=-22/394, 14-15=-26/374, 15-16=-25/288, 19-20=-244/257 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 requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 31, 32, 33, 35, 36, 28, 27, 26, 25, 24 except (jt=lb) 38=376, 22=333, 37=321, 23=292. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370296 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-qgZzgWp8KGboZYktJsThqh755M_BQJqwx?fLUSz8dFC Scale = 1:67.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 17-4-8 17-4-8 -1-2-8 1-2-8 8-8-4 8-8-4 17-4-8 8-8-4 18-7-0 1-2-8 1-2-149-11-21-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 122 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* 9-25,8-26,10-24: 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 9-25, 8-26, 10-24 REACTIONS.All bearings 17-4-8. (lb) - Max Horz 33=238(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except 33=-304(LC 4), 18=-255(LC 5), 32=-293(LC 5), 19=-258(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 except 33=373(LC 5), 18=324(LC 4), 25=316(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-19/255, 8-9=-25/282, 9-10=-25/282, 10-11=-19/255 WEBS 9-25=-339/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=304, 18=255, 32=293, 19=258. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370297 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-FFF5JXs1dBzNQ?TR_?0OSKlYUZuwdZWMdzu?5mz8dF9 Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 125960616263 3x6 4x6 3x8 3x8 3x4 3x4 3x8 3x6 3x4 3x4 4x8 5x6 4x6 8x8 3x4 3x4 5x6 3x4 3x4 3x4 3x4 5x6 10-9-2 10-9-2 17-2-4 6-5-2 19-0-8 1-10-4 26-9-0 7-8-8 32-9-12 6-0-12 -1-2-8 1-2-8 5-0-0 5-0-0 10-9-2 5-9-2 16-4-14 5-7-12 22-0-10 5-7-12 26-9-0 4-8-6 32-9-12 6-0-12 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [7:0-0-13,0-4-0], [9:0-3-0,0-3-0], [10:0-2-12,0-1-8], [14:0-3-0,0-3-0], [21:0-1-2,0-0-8], [24:0-1-2,0-0-8], [45:0-1-2,0-0-8], [48:0-1-2,0-0-8], [51:0-1-2,0-0-8] 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 0.53 0.60 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.67 0.01 0.28 (loc) 18-19 18-19 12 18-19 l/defl >713 >295 n/a >712 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,8-15,8-13,3-19,10-13: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 7-21,25-26,16-30,31-33,39-40,41-42: 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 6-15, 7-15, 8-15 REACTIONS.All bearings 0-3-8 except (jt=length) 19=0-8-0. (lb) - Max Horz 19=287(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 16 except 15=-122(LC 6), 19=-215(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16 except 15=1628(LC 1), 19=931(LC 10), 12=617(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/311, 3-5=-627/356, 5-6=-349/314, 8-10=-538/78, 2-19=-447/282, 10-12=-582/104 BOT CHORD 18-19=-293/497, 13-15=0/292 WEBS 6-18=-203/535, 6-15=-889/304, 7-15=-302/13, 8-15=-408/164, 8-13=0/278, 3-19=-408/52 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 16 except (jt=lb) 15=122, 19=215. 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.June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE06 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370298 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-BdNsjDtH8oD4fJdq5P2sXlqzYNjN5Yvf4GN69fz8dF7 Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 3x4 3x4 3x6 27-0-0 27-0-0 11-6-7 11-6-7 27-0-0 15-5-9 4-1-212-8-159.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.02 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 310 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 22-23: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 5-40,4-41,3-42,2-43: 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.): 10-22. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-23, 21-24, 20-25, 19-26, 18-27, 17-28, 16-29, 15-30, 14-31, 13-32, 12-33, 11-35, 9-36, 8-37, 7-38, 6-39 REACTIONS.All bearings 27-0-0. (lb) - Max Horz 44=265(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 44, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 42 except 43=-693(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 42, 43 except 44=848(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-44=-831/62, 1-2=-311/32, 2-3=-278/28 BOT CHORD 43-44=-260/22 WEBS 1-43=-61/712 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 44, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40, 41, 42 except (jt=lb) 43=693. 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE07 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370299 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fqxExZuvv6LxHTC0f7a53yN1An03q2doJw6fi5z8dF6 Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x4 3x6 4x6 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-7-8 21-7-8 -1-2-8 1-2-8 14-8-0 14-8-0 21-7-8 6-11-8 1-0-012-0-09.00 12 Plate Offsets (X,Y)-- [8:0-2-3,0-0-0], [9:0-3-0,0-2-4], [9:0-0-0,0-1-12], [14:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.63 0.25 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.01 -0.00 -0.00 (loc) 1 1 21 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 199 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 20-21: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-31,8-32,7-33,6-34,5-35,4-36,3-37: 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.): 14-20. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-21, 19-22, 18-23, 17-24, 16-25, 15-26, 13-27, 12-28, 11-30 REACTIONS.All bearings 21-7-8. (lb) - Max Horz 38=394(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 38, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 35 except 37=-311(LC 6) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 37 except 38=410(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-288/23, 2-3=-468/47, 3-4=-350/33, 4-5=-327/32, 5-6=-288/29 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable 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) 38, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 35 except (jt=lb) 37=311. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE08 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370300 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-70Uc8vvXgPToucnDDq5KcAvJBAO8ZWGyYasDEYz8dF5 Scale = 1:22.6 1 2 3 4 7 6 52x4 2x4 2x4 2x4 2x4 2x4 2x4 5-0-14 5-0-14 0-0-43-9-119.00 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 0.17 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-14. (lb) - Max Horz 1=101(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE09 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370301 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-70Uc8vvXgPToucnDDq5KcAvHKAOLZUsyYasDEYz8dF5 Scale = 1:66.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 1618 17 15 2x4 4x6 4x6 4x6 2x4 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-10-0 6-10-0 -0-6-8 0-6-8 0-9-0 0-9-0 3-5-0 2-8-0 6-1-0 2-8-0 6-10-0 0-9-0 7-4-8 0-6-8 5-9-39-9-05-9-314.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.12 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 6-7 8 6-7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-13,6-8: 2x4 SPF-S Stud 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. JOINTS 1 Brace at Jt(s): 14, 16, 17 REACTIONS.All bearings 6-10-0. (lb) - Max Horz 13=285(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 9 except 13=-243(LC 4), 8=-238(LC 5), 11=-340(LC 5), 10=-336(LC 4) Max Grav All reactions 250 lb or less at joint(s) 12, 9 except 13=369(LC 5), 8=365(LC 4), 11=292(LC 4), 10=287(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-295/193, 6-8=-291/189 WEBS 2-18=-187/345, 11-18=-228/413, 10-15=-225/413, 6-15=-185/345 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) 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 9 except (jt=lb) 13=243, 8=238, 11=340, 10=336. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss GE10 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370302 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-bC2_MFw9RjbfWmLPnYcZ9NSVoalVIzX5mEbmm_z8dF4 Scale = 1:16.3 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 3-6-13 3-6-13 0-0-42-8-29.00 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 0.11 0.06 0.03 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=59/3-6-13, 4=27/3-6-13, 5=153/3-6-13 Max Horz 1=67(LC 5) Max Uplift 4=-12(LC 5), 5=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 221 Bridgemont Job Reference (optional) I37370303 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-3PcMZbwnC1jW8wwbKF7ohb?YA_?y1EnE?uLJIQz8dF3 Scale = 1:84.7 1 2 3 4 5 9 8 7 6101112131415 3x4 2x4 4x6 3x8 4x8 8x8 10x10 5x12 4x6 4-8-13 4-8-13 9-2-3 4-5-5 13-11-0 4-8-13 4-8-13 4-8-13 9-2-3 4-5-5 13-11-0 4-8-13 1-2-1415-1-1412.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-5-0], [8:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.43 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.12 0.01 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-8,2-7,1-8: 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 5-6, 4-6 REACTIONS.(lb/size)6=4426/0-3-8, 9=4277/0-3-8 Max Horz 9=435(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4088/0, 2-4=-2355/0, 1-9=-3436/0 BOT CHORD 8-9=-387/532, 7-8=0/2818, 6-7=0/1607 WEBS 2-8=0/2473, 2-7=-1935/0, 4-7=0/4775, 4-6=-3833/0, 1-8=0/2335 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 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1258 lb down at 2-0-12, 1258 lb down at 4-0-12, 1258 lb down at 6-0-12, 1258 lb down at 8-0-12, and 1224 lb down at 10-0-12, and 1241 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 7-9=-20, 7-15=-60, 6-15=-20 Concentrated Loads (lb) Vert: 10=-1258(B) 11=-1258(B) 12=-1258(B) 13=-1258(B) 14=-1224(B) 15=-1241(B) June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PB01 Truss Type Piggyback Qty 15 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370304 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-3PcMZbwnC1jW8wwbKF7ohb?fg_3z1LzE?uLJIQz8dF3 Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-9-0 28-9-0 14-4-8 14-4-8 28-9-0 14-4-8 0-4-1010-7-140-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.17 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 12 12 12 12 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17 REACTIONS.All bearings 27-4-11. (lb) - Max Horz 2=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 15, 14, 12 except 19=-105(LC 6), 16=-105(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 21, 14, 12 except 17=389(LC 1), 19=508(LC 10), 20=408(LC 1), 16=508(LC 11), 15=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-19=-258/153, 8-16=-258/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 15, 14, 12 except (jt=lb) 19=105, 16=105. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PB02 Truss Type GABLE Qty 10 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370305 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-XbAlnxxQzKrNl4Vouze1EoXnQONTmqsOEY4trsz8dF2 Scale = 1:44.6 1 2 3 4 5 6 10 9 8 7 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 15-5-9 15-5-9 9-8-1 9-8-1 15-5-9 5-9-8 0-4-107-1-90-1-82-9-70-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.22 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.01 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 6-0-0 oc bracing. REACTIONS.All bearings 14-9-7. (lb) - Max Horz 2=155(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8 except 10=-137(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=455(LC 1), 10=510(LC 10), 8=393(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-318/186 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8 except (jt=lb) 10=137. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PB03 Truss Type GABLE Qty 10 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370306 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-0nk7_Hy2ke_ENE4_Sg9Gm04_Eok?VK0XTCqQNJz8dF1 Scale = 1:30.7 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 7-3-0 7-3-00-4-105-3-120-1-80-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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)5=129/6-6-13, 2=88/6-6-13, 6=323/6-6-13 Max Horz 2=162(LC 6) Max Uplift 5=-40(LC 6), 6=-100(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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PB04 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370307 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-0nk7_Hy2ke_ENE4_Sg9Gm041PomIVKlXTCqQNJz8dF1 Scale = 1:11.2 1 2 3 4 5 3x4 2x4 2x4 3-1-1 3-1-1 1-6-9 1-6-9 3-1-1 1-6-9 0-5-101-8-20-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-3-1], [4:0-2-10,0-1-0] 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-P 0.03 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=89/2-0-14, 4=89/2-0-14 Max Horz 2=-38(LC 4) Max Uplift 2=-5(LC 6), 4=-5(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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PB06 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370308 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-UzIVBczgVy65?OfA0OhVJDd9pB2QEmChhsazvlz8dF0 Scale = 1:35.7 1 2 3 45 6 4x6 3x8 3x8 2x4 11-3-8 11-3-8 5-7-12 5-7-12 11-3-8 5-7-12 0-5-35-6-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-1-2], [4:0-8-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.32 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=256/10-2-2, 4=256/10-2-2, 6=341/10-2-2 Max Horz 2=-121(LC 4) Max Uplift 2=-29(LC 7), 4=-37(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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370309 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-yAstPyzIGFEycXEMZ5CkrR9MFbS1zDeqwWJXRBz8dF? Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-9-0 28-9-0 14-4-8 14-4-8 28-9-0 14-4-8 0-4-1010-7-140-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 24 24 24 24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-35,12-36,11-38,14-34,15-33: 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 13-35, 12-36, 11-38, 14-34, 15-33 REACTIONS.All bearings 27-4-11. (lb) - Max Horz 2=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24 Max Grav All reactions 250 lb or less at joint(s) 2, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24 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, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370310 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-QMQFcI_w1ZMpEhpZ7ojzOeiX??oGiguz9A34_ez8dF_ Scale = 1:70.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-9-0 28-9-0 14-4-8 14-4-8 28-9-0 14-4-8 0-4-1010-7-140-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.04 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 0.00 (loc) 24 24 24 24 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 13-35,12-36,11-38,14-34,15-33: 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 13-35, 12-36, 11-38, 14-34, 15-33 REACTIONS.All bearings 27-4-11. (lb) - Max Horz 2=241(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24 Max Grav All reactions 250 lb or less at joint(s) 2, 35, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24 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, 36, 38, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26, 24. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370311 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-uYzeqe?YotUgsrOlhWECxsFinP8KR5z7NqoeV4z8dEz Scale = 1:44.6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-5-9 15-5-9 9-8-1 9-8-1 15-5-9 5-9-8 0-4-107-1-90-1-82-9-70-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.05 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 14 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-9-7. (lb) - Max Horz 2=193(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 2, 18, 19, 20, 21, 22, 23, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 14, 2, 18, 19, 20, 21, 22, 23, 17, 16, 15 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) 14, 2, 18, 19, 20, 21, 22, 23, 17, 16, 15. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370312 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-MlX01_0AZAcXT?zxFDlRT3nsMpS7AaTGcUYB1Wz8dEy Scale = 1:29.7 12 3 4 5 6 10 9 8 7 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-11-8 6-11-80-4-105-1-20-1-80-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-3-5. (lb) - Max Horz 2=143(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 8) 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PBE05 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370313 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-MlX01_0AZAcXT?zxFDlRT3nu8pTTAa_GcUYB1Wz8dEy Scale = 1:11.2 1 2 3 4 5 3x4 2x4 2x4 3-1-1 3-1-1 1-6-9 1-6-9 3-1-1 1-6-9 0-5-101-8-20-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-3-1], [4:0-2-10,0-1-0] 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-P 0.03 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=89/2-0-14, 4=89/2-0-14 Max Horz 2=-38(LC 4) Max Uplift 2=-5(LC 6), 4=-5(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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss PBE07 Truss Type GABLE Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370314 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-qx5OFK1pKUkN59Y8oxGg0HK3pCpBv1TQr8HkZyz8dEx Scale = 1:36.1 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 11-3-8 11-3-8 5-7-12 5-7-12 11-3-8 5-7-12 0-5-35-6-40-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [10:0-2-6,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.03 0.02 0.05 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: 48 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 10-2-2. (lb) - Max Horz 2=121(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T01 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370315 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-I7fmSg1R4osEjJ6KMenvYUt1mcz6eGwZ4o1I6Pz8dEw Scale = 1:97.5 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 132425262728293031 3x4 6x8 4x6 6x8 4x6 3x6 3x6 4x6 5x8 2x4 4x8 2x4 2x4 6x8 4x6 5x8 3x6 4x8 4x10 5x6 5x6 3x6 3x8 MT18HS 10-5-8 10-5-8 17-8-10 7-3-2 24-10-0 7-1-6 31-11-6 7-1-6 39-2-8 7-3-2 47-5-4 8-2-12 53-8-0 6-2-12 5-4-0 5-4-0 10-5-8 5-1-8 17-8-10 7-3-2 24-10-0 7-1-6 31-11-6 7-1-6 39-2-8 7-3-2 46-4-0 7-1-8 53-8-0 7-4-0 54-10-8 1-2-8 3-10-1411-9-00-10-1411-9-09.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [3:0-5-4,0-3-0], [8:0-5-12,0-3-0], [11:0-1-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.81 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.39 -0.81 0.13 0.08 (loc) 22-23 22-23 14 18 l/defl >999 >704 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 339 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,10-15,10-14: 2x3 SPF No.2, 1-23: 2x4 SPF-S Stud SLIDER Right 2x8 SP 2400F 2.0E 4-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-14. WEBS 1 Row at midpt 3-22, 3-20, 4-20, 5-20, 5-17, 7-17, 8-17, 8-15, 10-14, 2-23 REACTIONS.(lb/size)14=2712/0-3-8, 23=2424/0-3-8, 11=279/0-8-0 Max Horz 23=-261(LC 4) Max Uplift 14=-148(LC 4), 23=-91(LC 5), 11=-123(LC 7) Max Grav 14=2712(LC 1), 23=2424(LC 1), 11=287(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2339/283, 3-4=-2404/325, 4-5=-2403/325, 5-7=-2257/321, 7-8=-2257/321, 8-10=-1990/267 BOT CHORD 22-23=-252/1473, 20-22=-221/1792, 18-20=-277/2591, 17-18=-277/2591, 15-17=-91/1468, 14-15=0/453 WEBS 2-22=-105/625, 3-20=-246/1194, 4-20=-454/191, 5-20=-407/105, 5-18=0/420, 5-17=-667/106, 7-17=-457/195, 8-17=-242/1511, 8-15=-521/181, 10-15=-128/1328, 10-14=-2458/241, 2-23=-2489/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 14=148, 11=123. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370316 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nKD8f023r5_5KShWwMJ85iPAj0IqNmTjISmrerz8dEv Scale = 1:91.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1226272829303132 4x6 6x8 4x6 6x8 8x8 10x10 4x6 3x6 4x6 2x4 3x6 4x10 2x4 2x4 4x8 2x4 6x10 4x8 3x6 3x6 3x8 MT18HS 7-4-0 7-4-0 14-5-8 7-1-8 21-8-10 7-3-2 28-10-0 7-1-6 35-11-6 7-1-6 43-2-8 7-3-2 51-7-0 8-4-8 7-4-0 7-4-0 14-5-8 7-1-8 21-8-10 7-3-2 28-10-0 7-1-6 35-11-6 7-1-6 43-2-8 7-3-2 51-7-0 8-4-8 0-10-1411-9-05-5-1011-9-09.00 12 Plate Offsets (X,Y)-- [1:1-0-4,0-2-0], [5:0-5-4,0-3-0], [10:0-6-0,0-3-0], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.96 0.84 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.48 0.17 0.11 (loc) 18-20 16-18 12 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 311 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-21,3-20,11-13: 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 5-18, 6-18, 7-18, 7-15, 9-15, 10-15, 10-13, 11-12 REACTIONS.(lb/size)1=2571/0-3-8, 12=2592/Mechanical Max Horz 1=241(LC 5) Max Uplift 1=-68(LC 5), 12=-95(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-3658/267, 3-5=-3137/333, 5-6=-2940/354, 6-7=-2940/354, 7-9=-2536/319, 9-10=-2536/319, 10-11=-2186/225, 11-12=-2450/222 BOT CHORD 1-21=-294/2789, 20-21=-294/2789, 18-20=-250/2435, 16-18=-289/2997, 15-16=-289/2997, 13-15=-89/1623 WEBS 3-21=0/256, 3-20=-471/184, 5-20=-28/607, 5-18=-241/1047, 6-18=-453/194, 7-16=0/404, 7-15=-895/116, 9-15=-460/201, 10-15=-259/1750, 10-13=-671/165, 11-13=-119/1877 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T03 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370317 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-FWnXtM3hcP6yycGjU3qNevySuQdi6B?sX6WPAHz8dEu Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1328293031 32 4x6 6x8 4x6 5x6 5x6 6x10 4x6 3x6 3x4 5x6 3x6 4x6 2x4 3x6 4x8 2x4 3x6 5x8 4x8 3x6 5x8 3x6 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 38-5-12 7-9-0 38-7-8 0-1-12 42-11-0 4-3-8 51-7-0 8-8-0 -1-2-8 1-2-8 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 38-7-8 7-10-12 43-2-8 4-7-0 51-7-0 8-4-8 0-10-1411-9-05-5-102-0-011-9-09.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [11:0-3-0,0-3-4], [12:0-2-12,0-2-0], [15:0-2-12,0-2-12], [16:0-5-12,0-3-8] 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-MS 0.49 0.93 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.46 0.09 0.05 (loc) 20-22 13-14 17 22-23 l/defl >999 >341 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 323 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-23,4-22,16-18,10-15,13-15,12-15: 2x3 SPF No.2 12-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-6 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 10-16, 11-15 WEBS 1 Row at midpt 4-22, 6-20, 7-20, 9-20, 13-15, 12-15 2 Rows at 1/3 pts 9-16 REACTIONS.(lb/size)2=1877/0-3-8, 17=2772/0-3-8, 13=283/Mechanical Max Horz 2=254(LC 5) Max Uplift 2=-78(LC 6), 17=-239(LC 5), 13=-52(LC 7) Max Grav 2=1877(LC 1), 17=2772(LC 1), 13=325(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2470/184, 4-6=-1944/249, 6-7=-1450/254, 7-9=-1450/254, 9-10=-29/332 BOT CHORD 2-23=-221/1860, 22-23=-221/1860, 20-22=-172/1459, 18-20=-115/857, 16-17=-2718/279, 10-16=-968/152, 15-16=-333/70, 11-15=-400/101 WEBS 4-23=0/281, 4-22=-531/181, 6-22=-20/664, 7-20=-521/219, 9-20=-121/1032, 16-18=-126/900, 9-16=-1824/200, 10-15=-50/650 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13 except (jt=lb) 17=239. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370318 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-jiLv4h4JNjEpamrv1mLcA7Vd4qzJrdA?mmFyjkz8dEt Scale = 1:94.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1328293031 32 4x6 6x8 4x6 5x6 5x6 5x12 4x6 3x6 3x4 5x6 3x6 4x6 2x4 3x6 5x12 2x4 3x6 5x8 5x12 3x6 3x6 5x8 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 30-9-12 0-1-0 38-5-12 7-8-0 38-7-8 0-1-12 42-11-0 4-3-8 51-7-0 8-8-0 -1-2-8 1-2-8 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 38-7-8 7-10-12 43-2-8 4-7-0 51-7-0 8-4-8 0-10-1411-9-05-5-102-0-011-9-09.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [6:0-5-4,0-3-0], [12:0-2-12,0-2-0], [15:0-2-12,0-2-12], [16:0-5-12,0-3-8] 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-MS 0.46 0.91 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.45 0.06 0.03 (loc) 20-22 13-14 13 22 l/defl >999 >342 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 318 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,4-22,16-18,10-15,13-15,12-15: 2x3 SPF No.2 12-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. Except: 1 Row at midpt 10-16, 11-15 WEBS 1 Row at midpt 4-22, 6-20, 7-20, 9-20, 9-18, 9-16, 13-15, 12-15 REACTIONS.All bearings 0-3-8 except (jt=length) 18=0-5-8, 13=Mechanical. (lb) - Max Horz 2=254(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13 except 17=-123(LC 5), 18=-133(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=1542(LC 1), 17=1145(LC 1), 18=1850(LC 1), 13=426(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1953/156, 4-6=-1412/220, 6-7=-783/217, 7-9=-783/217, 12-13=-345/101 BOT CHORD 2-23=-192/1460, 22-23=-192/1460, 20-22=-141/1032, 16-17=-1095/164, 10-16=-842/146, 11-15=-335/97 WEBS 4-23=0/292, 4-22=-566/180, 6-22=-20/680, 6-20=-428/56, 7-20=-517/219, 9-20=-149/1434, 9-18=-1519/250, 10-15=-43/530 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13 except (jt=lb) 17=123, 18=133. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370319 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-BvuHI14x80MgBwQ5bUsrjK1ooDIfa6B9_Q?VFAz8dEs Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 132728293031 4x6 6x8 4x6 6x8 5x6 5x12 4x6 3x6 4x6 2x4 3x6 5x12 2x4 2x4 5x12 2x4 3x8 3x6 3x4 3x6 3x6 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 30-9-12 0-1-0 38-5-12 7-8-0 43-2-8 4-8-12 51-7-0 8-4-8 -1-2-8 1-2-8 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 38-5-12 7-9-0 43-2-8 4-8-12 51-7-0 8-4-8 0-10-1411-9-05-5-1011-9-09.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [6:0-5-4,0-3-0], [11:0-5-4,0-3-0], [12:0-2-12,0-2-0] 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-MS 0.46 0.90 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.38 0.05 0.03 (loc) 18-21 13-14 17 21 l/defl >999 >414 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 313 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,4-21,12-14: 2x3 SPF No.2, 12-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-18, 7-18, 9-18, 9-17, 9-15, 10-15, 11-15, 12-14 REACTIONS.All bearings 0-3-8 except (jt=length) 17=0-5-8, 13=Mechanical. (lb) - Max Horz 2=255(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13 except 17=-123(LC 5), 15=-165(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=1520(LC 10), 17=1793(LC 10), 15=1578(LC 1), 13=367(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1919/145, 4-6=-1377/210, 6-7=-740/204, 7-9=-740/204, 9-10=-37/315, 10-11=-37/315 BOT CHORD 2-22=-190/1434, 21-22=-190/1434, 18-21=-139/1004 WEBS 4-22=0/292, 4-21=-568/180, 6-21=-20/681, 6-18=-455/60, 7-18=-518/218, 9-18=-151/1425, 9-17=-1329/221, 9-15=-398/115, 10-15=-394/179, 11-15=-746/74, 11-14=0/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13 except (jt=lb) 17=123, 15=165. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370320 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-f5SfVN5ZvKUXp4?H9BN4FYavLdftJZIID4k3ncz8dEr Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13272829303132 4x6 6x8 4x6 6x8 5x6 5x12 4x6 3x6 4x6 2x4 3x6 5x12 2x4 3x4 5x12 2x4 4x8 3x6 3x4 3x6 3x6 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 36-10-12 6-2-0 43-2-8 6-3-12 51-7-0 8-4-8 -1-2-8 1-2-8 7-4-0 7-4-0 14-5-8 7-1-8 22-8-0 8-2-8 30-8-12 8-0-12 36-10-12 6-2-0 43-2-8 6-3-12 51-7-0 8-4-8 0-10-1411-9-05-5-1011-9-09.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge], [6:0-5-4,0-3-0], [11:0-5-4,0-3-0], [12:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.73 0.84 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.35 0.06 0.04 (loc) 19-21 13-14 13 19-21 l/defl >999 >704 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 317 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF 2100F 1.8E *Except* 4-22,4-21,12-14: 2x3 SPF No.2, 6-19,9-19,9-15,11-15: 2x4 SPF No.2 12-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19,15-17. WEBS 1 Row at midpt 4-21, 6-19, 7-19, 9-19, 9-17, 10-15, 11-15 REACTIONS.(lb/size)2=1515/0-3-8, 17=2789/0-3-8, 13=917/Mechanical Max Horz 2=255(LC 5) Max Uplift 2=-76(LC 6), 17=-216(LC 5), 13=-37(LC 7) Max Grav 2=1518(LC 10), 17=2789(LC 1), 13=945(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1917/142, 4-6=-1376/206, 6-7=-735/199, 7-9=-735/199, 9-10=-325/160, 10-11=-325/160, 11-12=-646/117, 12-13=-802/105 BOT CHORD 2-22=-190/1432, 21-22=-190/1432, 19-21=-139/1002, 14-15=-0/429 WEBS 4-22=0/290, 4-21=-567/181, 6-21=-21/687, 6-19=-460/62, 7-19=-527/224, 9-19=-155/1452, 9-17=-2367/304, 9-15=-59/838, 10-15=-367/170, 12-14=-6/472 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13 except (jt=lb) 17=216. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T07 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370321 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-7H01jj6CgecOREaUjvuJol76113f2??SSkUcJ3z8dEq Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 15 14 13 12 20 21 22 23 24 16 25 26 3x6 4x6 4x6 3x4 3x8 3x8 3x4 3x6 4x8 3x6 3x4 3x4 4x8 2x4 5x6 3x4 10-9-2 10-9-2 17-2-4 6-5-2 19-0-8 1-10-4 26-9-0 7-8-8 32-9-12 6-0-12 -1-2-8 1-2-8 5-0-0 5-0-0 10-9-2 5-9-2 16-4-14 5-7-12 22-0-10 5-7-12 26-9-0 4-8-6 32-9-12 6-0-12 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [10:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.61 0.61 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.68 0.02 0.28 (loc) 18-19 18-19 12 18-19 l/defl >730 >300 n/a >719 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,8-15,8-13,3-19,10-13: 2x3 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 6-15, 7-15, 8-15 REACTIONS.All bearings 0-3-8 except (jt=length) 19=0-8-0. (lb) - Max Horz 19=287(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 16 except 15=-280(LC 5), 19=-237(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16 except 15=2062(LC 1), 19=1008(LC 10), 12=618(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/316, 3-5=-726/401, 5-6=-420/347, 8-10=-539/79, 2-19=-454/286, 10-12=-582/104 BOT CHORD 18-19=-317/559, 13-15=0/292 WEBS 6-18=-167/460, 6-15=-1342/514, 7-15=-309/16, 8-15=-408/164, 8-13=0/278, 3-19=-498/87 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) 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, 16 except (jt=lb) 15=280, 19=237. 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 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-20=-60, 20-21=-310, 7-21=-60, 7-10=-60, 10-11=-60, 19-22=-20, 22-23=-60, 23-24=-20, 24-25=-60 , 25-26=-20, 13-26=-60, 12-13=-20 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T08 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370322 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-bUaPw37qRxkF3N9gGcPYLzfJlRLbnVDbhOD9sVz8dEp Scale = 1:71.1 1 2 3 4 5 6 7 14 13 12 11 10 9 81516171819 3x4 4x6 4x6 4x6 3x8 3x8 3x4 3x4 3x8 3x6 3x4 4x8 2x4 3x4 10-6-14 10-6-14 18-10-4 8-3-6 26-9-0 7-10-12 32-7-8 5-10-8 4-9-12 4-9-12 10-6-14 5-9-2 16-2-10 5-7-12 21-10-6 5-7-12 26-9-0 4-10-10 32-7-8 5-10-8 1-5-212-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [5:0-4-4,0-1-12], [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.88 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.77 0.02 0.31 (loc) 13-14 13-14 8 13-14 l/defl >741 >295 n/a >735 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,6-11,6-9,2-14,7-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 1 Row at midpt 2-13, 4-13, 4-11, 5-11, 6-11 REACTIONS.(lb/size)11=1770/0-3-8, 14=817/0-5-12, 8=491/0-3-8 Max Horz 14=-267(LC 4) Max Uplift 11=-192(LC 6), 14=-166(LC 6), 8=-9(LC 7) Max Grav 11=1770(LC 1), 14=838(LC 10), 8=513(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/219, 2-3=-628/346, 3-4=-349/307, 6-7=-514/43, 1-14=-299/168, 7-8=-476/34 BOT CHORD 13-14=-301/489, 9-11=0/285 WEBS 4-13=-223/559, 4-11=-912/323, 5-11=-321/16, 6-11=-407/165, 6-9=0/274, 2-14=-483/81 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 11=192, 14=166. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T09 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370323 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-3g8o7P7SCFs6gXksqKxntACOfrkcW?Ykv2zjOxz8dEo Scale = 1:75.8 1 2 3 4 5 11 10 9 8 7 6121314 4x6 4x8 3x4 2x4 3x4 3x6 3x6 3x4 2x4 5x8 4x6 5-9-0 5-9-0 11-6-7 5-9-7 19-3-3 7-8-13 27-0-0 7-8-13 5-9-0 5-9-0 11-6-7 5-9-7 19-3-3 7-8-13 27-0-0 7-8-13 4-1-212-8-159.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [10:0-2-8,0-1-8] 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 0.86 0.64 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.30 0.02 0.02 (loc) 6-7 6-7 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,2-9,1-10: 2x3 SPF No.2, 1-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-3 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-7, 4-7, 5-7 2 Rows at 1/3 pts 5-6 REACTIONS.(lb/size)6=1401/0-3-8, 11=1278/Mechanical Max Horz 11=265(LC 6) Max Uplift 6=-105(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1042/49, 2-3=-1031/123, 3-4=-639/91, 4-5=-639/91, 5-6=-1217/209, 1-11=-1232/31 BOT CHORD 10-11=-269/27, 9-10=-220/765, 7-9=-140/738 WEBS 2-10=-317/51, 3-9=-58/353, 4-7=-535/225, 5-7=-174/1208, 1-10=0/907 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=105. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370324 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-3g8o7P7SCFs6gXksqKxntACOPrjYW?Ikv2zjOxz8dEo Scale = 1:75.8 1 2 3 4 5 11 10 9 8 7 6121314 4x6 4x8 3x4 2x4 3x4 3x6 3x6 3x4 2x4 5x8 4x6 5-11-15 5-11-15 11-9-7 5-9-7 19-6-3 7-8-13 27-3-0 7-8-13 5-11-15 5-11-15 11-9-7 5-9-7 19-6-3 7-8-13 27-3-0 7-8-13 3-10-1412-8-159.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [10:0-2-8,0-1-8] 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 0.87 0.71 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.30 0.02 0.02 (loc) 6-7 6-7 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 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* 2-10,2-9,1-10: 2x3 SPF No.2, 1-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-12 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-7, 4-7, 5-7 2 Rows at 1/3 pts 5-6 REACTIONS.(lb/size)6=1413/0-3-8, 11=1286/0-3-8 Max Horz 11=270(LC 6) Max Uplift 6=-105(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1087/50, 2-3=-1050/125, 3-4=-647/92, 4-5=-646/92, 5-6=-1229/210, 1-11=-1237/33 BOT CHORD 10-11=-276/29, 9-10=-223/798, 7-9=-141/753 WEBS 2-10=-287/52, 3-9=-60/377, 4-7=-536/225, 5-7=-175/1222, 1-10=0/916 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=105. 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T11 Truss Type PIGGYBACK BASE Qty 10 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370325 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-YsiALl84zZ?zIhI3O1S0QOkfCE3WFRru8iiGwNz8dEn Scale = 1:68.7 1 2 3 4 5 6 7 11 10 9 8 12 17 18 19 20 3x4 4x6 6x16 3x6 5x12 4x6 3x6 3x6 2x4 4x8 3x4 3x4 3x4 7-5-4 7-5-4 14-8-0 7-2-12 21-11-0 7-3-0 -1-2-8 1-2-8 7-5-4 7-5-4 14-8-0 7-2-12 21-11-0 7-3-0 1-0-012-0-01-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-7-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 12.0 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-MS 0.48 0.73 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.19 -0.03 0.05 (loc) 8-9 8-9 2 11-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11,4-9: 2x3 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 6-9, 7-9, 7-17 REACTIONS.(lb/size)2=1178/0-3-8, 17=1125/0-3-0 Max Horz 2=380(LC 6) Max Uplift 2=-6(LC 6), 17=-116(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1328/17, 4-6=-739/38, 6-7=-471/79 BOT CHORD 2-11=-223/963, 9-11=-223/963 WEBS 4-11=0/321, 4-9=-643/196, 7-9=-148/859, 7-17=-1125/159 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 17=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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss T12 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370326 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-02GYY59iks7qwrtFylzFybHmieQW_qC1NMSqSqz8dEm Scale = 1:69.6 1 2 3 4 5 6 7 12 11 10 9 813141516 4x6 8x8 3x4 3x8 3x8 3x6 3x4 3x6 3x4 4x8 4x8 8-8-15 8-8-15 11-10-1 3-1-1 20-7-0 8-8-15 -1-2-8 1-2-8 4-5-12 4-5-12 8-8-15 4-3-4 11-10-1 3-1-1 16-1-4 4-3-4 20-7-0 4-5-12 1-5-911-8-01-5-911-8-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.68 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.44 0.02 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >549 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-9: 2x4 SPF No.2, 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS.(lb/size)12=1025/0-3-8, 8=938/0-5-8 Max Horz 12=312(LC 5) Max Uplift 12=-51(LC 6), 8=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-331/184, 3-4=-759/204, 4-5=-426/187, 5-6=-762/205, 6-7=-329/126, 2-12=-387/201, 7-8=-298/108 BOT CHORD 11-12=-162/489, 9-11=-44/425, 8-9=-1/496 WEBS 4-11=-82/282, 5-9=-98/294, 3-12=-598/47, 6-8=-600/54 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) 12, 8. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 221 Bridgemont Job Reference (optional) I37370327 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-02GYY59iks7qwrtFylzFybHmgeS1_uL1NMSqSqz8dEm Scale = 1:69.5 1 2 3 4 5 6 11 10 9 8 7121314151617181920212223 24 3x4 5x6 8x8 3x4 6x8 10x10 4x6 4x6 4x6 6x8 8x8 8-8-15 8-8-15 11-10-1 3-1-1 20-7-0 8-8-15 4-6-4 4-6-4 8-8-15 4-2-12 11-10-1 3-1-1 16-0-12 4-2-12 20-7-0 4-6-4 1-5-911-8-01-5-911-8-014.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.76 0.52 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.24 0.01 0.06 (loc) 10-11 10-11 7 10-11 l/defl >999 >995 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 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 *Except* 3-10,4-10,4-8: 2x4 SPF No.2, 6-7,1-11: 2x4 SPF 2100F 1.8E 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. REACTIONS.(lb/size)7=5426/0-5-8, 11=4270/0-3-8 Max Horz 11=282(LC 4) Max Uplift 7=-391(LC 5), 11=-282(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1540/218, 2-3=-3200/378, 3-4=-2035/295, 4-5=-2756/382, 5-6=-1154/239, 6-7=-931/199, 1-11=-1226/183 BOT CHORD 10-11=-288/2006, 8-10=-189/1725, 7-8=-137/1722 WEBS 3-10=-246/2138, 4-10=-192/1285, 4-8=-272/633, 5-7=-1804/151, 2-11=-1864/162 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 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=391, 11=282. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 925 lb down and 56 lb up at 2-0-12, 886 lb down and 56 lb up at 4-0-12, 907 lb down and 56 lb up at 6-0-12, 926 lb down and 56 lb up at 8-0-12, 345 lb down and 37 lb up at 10-0-12, 406 lb down and 64 lb up at 12-0-12, 295 lb down and 67 lb up at 14-0-12, 265 lb down and 67 lb up at 16-0-12, and 295 lb down and 67 lb up at 18-0-12, and 2578 lb down and 103 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 221 Bridgemont Job Reference (optional) I37370327 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:46 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-UFqwmQAKVAFgX?SRVSUUVpqxQ2nGjLbBb?BN?Gz8dEl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 11-13=-20, 13-15=-60, 15-20=-20, 20-22=-60, 7-22=-20 Concentrated Loads (lb) Vert: 12=-925(F) 14=-886(F) 15=-907(F) 16=-926(F) 17=-345(F) 18=-406(F) 19=-295(F) 21=-265(F) 23=-295(F) 24=-2578(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 B19901752 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370328 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-UFqwmQAKVAFgX?SRVSUUVpq1p2tajN4Bb?BN?Gz8dEl Scale = 1:77.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-0-4 0-0-4 24-8-1 24-7-13 12-4-0 12-4-0 24-8-1 12-4-0 0-0-412-4-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.35 0.18 0.39 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: 96 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 24-7-9. (lb) - Max Horz 1=-279(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 14=-158(LC 6), 15=-168(LC 6), 11=-158(LC 7), 10=-168(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=386(LC 1), 14=500(LC 10), 15=436(LC 1), 11=500(LC 11), 10=436(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-278/155 WEBS 4-14=-253/207, 2-15=-259/212, 6-11=-253/207, 8-10=-259/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 14=158, 15=168, 11=158, 10=168. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370329 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-yRNIzmByGUNX991e39?j20MFDSC6SsEKqfxwXiz8dEk Scale = 1:68.3 1 2 3 4 5 6 7 13 12 11 10 9 81415 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 21-8-1 21-7-13 10-10-0 10-10-0 21-8-1 10-10-0 0-0-410-10-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.22 0.27 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* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 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 4-10 REACTIONS.All bearings 21-7-9. (lb) - Max Horz 1=-244(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-166(LC 6), 13=-134(LC 6), 9=-167(LC 7), 8=-133(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=378(LC 1), 11=510(LC 10), 13=315(LC 1), 9=508(LC 11), 8=317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/143 WEBS 3-11=-266/217, 5-9=-266/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=166, 13=134, 9=167, 8=133. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370330 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-yRNIzmByGUNX991e39?j20MCAS8WStPKqfxwXiz8dEk Scale = 1:56.6 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 18-8-1 18-7-13 9-4-0 9-4-0 18-8-1 9-4-0 0-0-49-4-00-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8] 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 0.37 0.45 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 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. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 18-7-9. (lb) - Max Horz 1=-209(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-210(LC 6), 6=-210(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=352(LC 1), 9=512(LC 10), 6=512(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-322/260, 4-6=-324/261 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=210, 6=210. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370331 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-QdxhB6Bb1nVOnIcqdtWyaEvQ0sZ?BL5U3JgU39z8dEj Scale = 1:49.7 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 15-8-1 15-7-13 7-10-0 7-10-0 15-8-1 7-10-0 0-0-47-10-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.18 0.17 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: 53 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 15-7-9. (lb) - Max Horz 1=-174(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-171(LC 6), 6=-171(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=379(LC 1), 8=416(LC 10), 6=416(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-264/214, 4-6=-264/214 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; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=171, 6=171. 7) 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370332 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-uqV3OSCDn5dFOSB0Ba1B7RSaJFvkwpEdIzQ1bbz8dEi Scale = 1:40.6 1 2 3 4 5 8 7 69103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-8-1 12-8-1 6-4-0 6-4-0 12-8-1 6-4-0 0-0-46-4-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.20 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: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-1. (lb) - Max Horz 1=-139(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-147(LC 6), 6=-147(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=353(LC 1), 8=319(LC 10), 6=319(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=147, 6=147. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370333 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-uqV3OSCDn5dFOSB0Ba1B7RSYXFu8wpbdIzQ1bbz8dEi Scale = 1:32.3 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 9-8-1 9-7-13 4-10-0 4-10-0 9-8-1 4-10-0 0-0-44-10-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.38 0.25 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=200/9-7-9, 3=200/9-7-9, 4=317/9-7-9 Max Horz 1=104(LC 5) Max Uplift 1=-21(LC 7), 3=-21(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370334 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-M03RboDrYPl60cmCkIZQfe_mXfEtfGjmWd9b81z8dEh Scale = 1:23.0 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 6-8-1 6-7-13 3-4-0 3-4-0 6-8-1 3-4-0 0-0-43-4-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.22 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=132/6-7-9, 3=132/6-7-9, 4=212/6-7-9 Max Horz 1=-69(LC 4) Max Uplift 1=-16(LC 7), 3=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370335 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-M03RboDrYPl60cmCkIZQfe_nwfHQfG2mWd9b81z8dEh Scale: 1"=1' 1 2 3 4 2x4 4x6 2x4 2x4 3-7-13 3-7-13 3-8-1 0-0-4 1-10-0 1-10-0 3-8-1 1-10-0 0-0-41-10-00-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=71/3-7-9, 3=71/3-7-9, 4=95/3-7-9 Max Horz 1=-34(LC 4) Max Uplift 1=-12(LC 7), 3=-12(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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370336 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-qCdpp8ETJitzemLPI?4fCsXrB3Y5OjRwlHv8gTz8dEg Scale = 1:19.3 1 2 3 2x4 2x4 2x4 4-4-5 4-4-5 0-0-43-3-49.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.56 0.35 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=153/4-4-0, 3=153/4-4-0 Max Horz 1=88(LC 6) Max Uplift 3=-46(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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370337 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-qCdpp8ETJitzemLPI?4fCsXyn3dmOjRwlHv8gTz8dEg Scale = 1:10.2 1 2 3 2x4 2x4 2x4 1-11-9 1-11-9 0-0-41-5-119.00 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 0.00 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=57/1-11-3, 3=57/1-11-3 Max Horz 1=33(LC 6) Max Uplift 3=-17(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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370338 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-JPBB0UE540?qFwwbsjbul344WTvn73w3_xehCwz8dEf Scale = 1:53.1 1 2 3 4 5 8 7 6 2x4 5x6 4x6 3x4 2x4 3x4 6-10-0 6-10-0 -0-6-8 0-6-8 3-5-0 3-5-0 6-10-0 3-5-0 7-4-8 0-6-8 4-3-38-3-04-3-314.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.25 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 5 4-5 6 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=176/6-10-0, 6=242/6-10-0, 7=319/6-10-0 Max Horz 8=234(LC 5) Max Uplift 8=-322(LC 4), 6=-181(LC 7), 7=-276(LC 5) Max Grav 8=297(LC 5), 6=246(LC 11), 7=528(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-278/336, 2-3=-127/287, 3-4=-95/286, 4-6=-157/273 WEBS 3-7=-333/110, 2-7=-272/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=322, 6=181, 7=276. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370339 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nblaEqFjrK7ht4UnQQ67HHcFltFRsZkDDbOFkMz8dEe Scale = 1:45.8 1 2 3 4 5 8 7 69 2x4 4x6 4x6 2x4 2x4 3x4 6-10-0 6-10-0 -0-6-8 0-6-8 3-5-0 3-5-0 6-10-0 3-5-0 7-4-8 0-6-8 2-9-36-9-02-9-314.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.23 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.01 0.00 -0.00 (loc) 5 4-5 6 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=189/6-10-0, 6=217/6-10-0, 7=286/6-10-0 Max Horz 8=183(LC 5) Max Uplift 8=-210(LC 4), 6=-170(LC 7), 7=-164(LC 5) Max Grav 8=193(LC 5), 6=221(LC 11), 7=402(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-115/253, 3-4=-109/250 WEBS 3-7=-278/92 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) except (jt=lb) 8=210, 6=170, 7=164. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370340 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-nblaEqFjrK7ht4UnQQ67HHcFltGHsc1DDbOFkMz8dEe Scale = 1:35.6 1 2 3 45 8 7 6 2x4 5x6 4x6 2x4 2x4 3x4 6-10-0 6-10-0 -0-6-8 0-6-8 3-5-0 3-5-0 6-10-0 3-5-0 7-4-8 0-6-8 1-3-35-3-01-3-314.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.17 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 0.00 (loc) 5 5 6 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 27 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-7: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=220/6-10-0, 6=220/6-10-0, 7=166/6-10-0 Max Horz 8=132(LC 5) Max Uplift 8=-148(LC 7), 6=-147(LC 7), 7=-80(LC 5) Max Grav 8=220(LC 1), 6=222(LC 11), 7=278(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=148, 6=147. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370341 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-FnIyRAGLcdFYVD3_z8dMqU9RhGb_b4hMRF7oHoz8dEd Scale = 1:26.2 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 6-5-2 6-4-15 3-2-9 3-2-9 6-5-2 3-2-9 0-0-43-9-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.21 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: 18 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=134/6-4-11, 3=134/6-4-11, 4=195/6-4-11 Max Horz 1=-82(LC 4) Max Uplift 1=-18(LC 7), 3=-13(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370342 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-FnIyRAGLcdFYVD3_z8dMqU9SdGdCb41MRF7oHoz8dEd Scale = 1:14.1 1 2 3 4 2x4 4x6 2x4 2x4 3-10-1 3-10-1 3-10-4 0-0-3 1-11-2 1-11-2 3-10-4 1-11-2 0-0-42-3-00-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.06 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: 10 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 3-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=80/3-9-14, 3=80/3-9-14, 4=98/3-9-14 Max Horz 1=-46(LC 4) Max Uplift 1=-15(LC 7), 3=-13(LC 6) Max Grav 1=80(LC 1), 3=80(LC 1), 4=100(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370343 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-j_sKfVH_NxNP6NeAXr8bMiibYgznKWsWgvtMpFz8dEc Scale = 1:40.7 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-2-8 11-2-8 11-2-11 0-0-3 5-7-6 5-7-6 11-2-11 5-7-6 0-0-46-6-90-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 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: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-2-4. (lb) - Max Horz 1=-150(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-191(LC 6), 6=-191(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=299(LC 10), 6=299(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-240/256, 4-6=-240/256 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=191, 6=191. 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370344 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-j_sKfVH_NxNP6NeAXr8bMiiaEgxIKWGWgvtMpFz8dEc Scale = 1:34.2 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 8-7-14 8-7-10 4-3-15 4-3-15 8-7-14 4-3-15 0-0-45-0-90-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14], [3:0-0-11,0-1-8] 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 0.20 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=187/8-7-7, 3=187/8-7-7, 4=268/8-7-7 Max Horz 1=-114(LC 4) Max Uplift 1=-21(LC 7), 3=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370345 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-BAQisrIc8FVGkXDM5YgqvvEnU4Ip3_GfvZcvLhz8dEb Scale = 1:24.9 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 6-1-0 6-0-12 3-0-8 3-0-8 6-1-0 3-0-8 0-0-43-6-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.18 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=126/6-0-9, 3=126/6-0-9, 4=183/6-0-9 Max Horz 1=-77(LC 4) Max Uplift 1=-17(LC 7), 3=-12(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) 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. June 10,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901752 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 221 Bridgemont Job Reference (optional) I37370346 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jun 7 16:12:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:CEuqc7_6VX2rPZi213Y_20yigU4-fM_44BIEvYd7MhoZfGB3S7nzBUg6oRno7DMSu7z8dEa Scale = 1:13.1 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 3-6-2 3-5-15 1-9-1 1-9-1 3-6-2 1-9-1 0-0-42-0-90-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=72/3-5-11, 3=72/3-5-11, 4=87/3-5-11 Max Horz 1=-41(LC 4) Max Uplift 1=-14(LC 7), 3=-11(LC 6) Max Grav 1=72(LC 1), 3=72(LC 1), 4=89(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. June 10,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths