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HomeMy WebLinkAbout230JGB - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). September 19,2019 Liu, Xuegang Pages or sheets covered by this seal: I38581014 thru I38581073 My license renewal date for the state of Indiana is July 31, 2020. B19902710 Wedgewood 230 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 or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902710 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581014 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:56:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-p4gglHGgNKLsDcjNj_DuaPHp1GbHchAJ6oDzwQycMbq Scale: 1/4"=1' 1 2 3 5 4 6 7 2x4 4x6 2x4 4x6 5-8-8 5-8-8 -1-8-8 1-8-8 5-8-8 5-8-8 3-5-98-2-17-10-90-3-88-2-19.90 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.21 0.61 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.11 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >605 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. REACTIONS.(lb/size)5=347/0-4-9, 4=198/0-1-8 Max Horz 5=252(LC 5) Max Uplift 5=-240(LC 3), 4=-475(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-293/10 WEBS 2-4=-19/262 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=240, 4=475. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 34 lb up at 2-11-10, and 64 lb down and 34 lb up at 2-11-10 on top chord, and 27 lb down and 274 lb up at 2-11-10, and 27 lb down and 274 lb up at 2-11-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 September 19,2019 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 B19902710 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581015 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-A1UZp_JpBsz9JNcLWYp3HS_e3HQAHyA2F4xkcdycMbl Scale = 1:92.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45888786858483828180797877767574737271706968676665 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 464x8 4x6 4x6 3x6 3x8 3x6 3x4 3x4 3x6 6x6 4x6 8x8 8x8 29-0-0 29-0-0 50-7-0 21-7-0 -1-2-8 1-2-8 12-1-8 12-1-8 29-0-0 16-10-8 36-9-8 7-9-8 50-7-0 13-9-8 51-9-8 1-2-8 0-10-1412-0-02-0-01-7-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-1-5,0-1-12], [7:0-4-0,0-4-8], [12:0-3-0,0-3-4], [20:0-4-0,0-4-8], [32:0-3-0,0-3-4], [64:0-0-0,0-1-12], [65:0-1-12,0-0-0], [77:0-1-8,0-1-8], [88:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.38 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.03 0.00 (loc) 45 45 44 45 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 499 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 44-46: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-80,9-81,8-82,7-83,6-84,5-85,4-86,3-87,36-52,38-51,39-50,40-49 ,41-48,42-47,43-46: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-32. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 26-64 WEBS 1 Row at midpt 32-56, 31-57, 30-59, 29-60, 28-61, 27-62, 25-65, 24-66, 23-67, 22-68, 21-69, 20-70, 19-71, 18-72, 17-73, 16-74, 15-75, 14-76, 13-78, 11-79, 33-55, 34-54, 35-53 REACTIONS.All bearings 50-7-0. (lb) - Max Horz 88=-274(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 46, 44, 63, 57, 59, 60, 61, 62, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86, 54, 53, 52, 51, 50, 49, 48, 47 except 88=-383(LC 4), 87=-195(LC 5), 64=-189(LC 7) Max Grav All reactions 250 lb or less at joint(s) 46, 44, 63, 56, 57, 59, 60, 61, 62, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 55, 54, 53, 52, 51, 50, 49, 48, 47, 64 except 88=329(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-88=-225/278, 2-3=-298/358, 3-4=-235/300, 4-5=-203/288, 5-6=-177/285, 6-7=-158/287, 7-8=-130/306, 8-9=-104/337, 9-10=-77/368, 10-11=-53/392, 11-12=-28/336, 12-13=-16/331, 13-14=-16/331, 14-15=-16/331, 15-16=-16/331, 16-17=-16/331, 17-18=-16/331, 18-19=-16/331, 19-20=-16/331, 20-21=-16/331, 21-22=-16/331, 22-23=-16/331, 23-24=-16/331, 24-25=-16/331, 25-26=-16/331, 26-27=-16/332, 27-28=-16/332, 28-29=-16/332, 29-30=-16/332, 30-31=-16/332, 31-32=-17/333, 32-33=-27/376, 33-34=-27/369, 34-35=-27/328, 35-36=-24/288, 36-38=-27/253 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.Continued on page 2 September 19,2019 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 B19902710 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581015 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:03 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-eE2x0KKRyA50xXBX4FKIpgXpphmP0PQBUkgH84ycMbk NOTES- 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) Bearing at joint(s) 44, 64 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 44, 63, 57, 59, 60, 61, 62, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86, 54, 53, 52, 51, 50, 49, 48, 47 except (jt=lb) 88=383, 87=195, 64=189. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 88, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 78, 79, 80, 81, 82, 83, 84, 85, 86 , 87. 14) 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 B19902710 Truss GE02 Truss Type GABLE l Gable l Gable COMMON l l Gable Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581016 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-ac9hR0MhUnMjArLwBgNmu5c6KVMaUCsUy29OCyycMbi Scale = 1:90.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 513x4 5x6 4x6 4x6 6x6 3x12 4x6 8x8 3x4 8x8 5x8 2x4 3x4 3x4 3x4 4x8 4x6 3x4 3x4 3x8 3x4 4x6 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 1-1-15 1-1-15 2-5-1 1-3-2 3-6-13 1-1-12 5-8-15 2-2-2 9-6-8 3-9-9 12-10-12 3-4-4 13-2-4 0-3-8 19-6-15 6-4-11 26-3-1 6-8-3 33-1-12 6-10-11 1-1-15 1-1-15 2-5-1 1-3-2 3-6-13 1-1-12 4-7-9 1-0-13 5-8-15 1-1-6 9-6-8 3-9-9 12-10-12 3-4-4 19-6-15 6-8-3 26-3-1 6-8-3 31-4-13 5-1-12 33-1-12 1-8-15 34-4-4 1-2-8 0-7-33-3-74-1-125-0-75-11-107-0-1311-6-02-0-03-5-92-0-011-6-07.13 128.19 129.31 12 10.50 1211.88 12 14.00 12 Plate Offsets (X,Y)-- [5:0-2-15,0-2-8], [7:0-2-11,Edge], [11:0-2-11,Edge], [20:0-2-4,0-2-8], [27:0-2-8,0-2-0], [44:0-1-13,0-1-0], [46:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.51 0.46 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.16 0.01 0.01 (loc) 16-18 15-16 15 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-20,10-18,11-18,11-16: 2x4 SPF No.2, 13-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 39-40,22-43: 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.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,21-22,20-21 5-10-4 oc bracing: 19-20. 1 Row at midpt 8-20 WEBS 1 Row at midpt 7-23, 7-20, 10-20, 11-18 REACTIONS.All bearings 13-2-4 except (jt=length) 15=0-3-8. (lb) - Max Horz 1=-278(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 29, 27, 23, 15, 22 except 19=-169(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 30, 29, 27, 23, 21, 22, 24, 25, 26, 28 except 19=1058(LC 1), 19=1058(LC 1), 15=962(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-376/193, 11-12=-719/190 BOT CHORD 19-20=-1010/204, 8-20=-322/135, 16-18=-27/389 WEBS 18-20=-74/378, 10-20=-675/128, 12-15=-857/22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 29, 27, 23, 15, 22 except (jt=lb) 19=169. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss GE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581017 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-W?HSshNy0OcRQ8UIJ5PEzWhTTI5pyCVnPMeVHrycMbg Scale = 1:77.0 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 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 21-11-0 21-11-0 8-7-4 8-7-4 13-3-12 4-8-9 21-11-0 8-7-4 23-1-8 1-2-8 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [8:0-2-11,Edge], [12:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.40 0.22 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 20 20 21 20 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 188 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* 10-29,9-30,7-31,6-32,11-28,13-27,14-26: 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.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-29, 9-30, 7-31, 6-32, 11-28, 13-27, 14-26 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 38=-309(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 32, 34, 35, 36, 26, 25, 24, 23 except 38=-250(LC 4), 21=-243(LC 5), 37=-223(LC 5), 22=-234(LC 4) Max Grav All reactions 250 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 except 38=276(LC 5), 21=281(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-35/312, 6-7=-37/390, 8-9=-4/276, 9-10=-4/276, 10-11=-4/276, 11-12=-4/276, 13-14=-31/390, 14-15=-29/312 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 32, 34, 35, 36, 26, 25, 24, 23 except (jt=lb) 38=250, 21=243, 37=223, 22=234. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss J01 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581018 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-TOPCHNPCY0s9fSehQWRi3xntQ6l1Q4M4sg7cLkycMbe Scale = 1:33.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-1-15 0-7-15 -1-2-8 1-2-8 2-1-15 2-1-15 3-5-95-11-135-4-115-11-1314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.36 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.01 (loc) 6 5 3 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=188/0-3-8, 3=30/Mechanical, 4=20/Mechanical Max Horz 6=189(LC 6) Max Uplift 6=-9(LC 4), 3=-25(LC 7), 4=-262(LC 6) Max Grav 6=224(LC 6), 3=30(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-431/31 WEBS 2-5=-40/551 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=262. September 19,2019 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 B19902710 Truss J02 Truss Type Jack-Open Qty 2 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581019 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-TOPCHNPCY0s9fSehQWRi3xntQ6l1Q4M4sg7cLkycMbe Scale = 1:33.6 1 2 6 5 3 4 2x4 3x6 2x4 1-6-0 1-6-0 2-1-15 0-7-15 -1-2-8 1-2-8 2-1-15 2-1-15 3-5-95-11-135-4-115-11-1314.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.36 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.04 0.01 (loc) 6 5 3 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=188/0-3-8, 3=30/Mechanical, 4=20/Mechanical Max Horz 6=189(LC 6) Max Uplift 6=-9(LC 4), 3=-25(LC 7), 4=-262(LC 6) Max Grav 6=224(LC 6), 3=30(LC 1), 4=39(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-431/31 WEBS 2-5=-40/551 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (jt=lb) 4=262. September 19,2019 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 B19902710 Truss M01 Truss Type MONOPITCH Qty 20 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581020 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-xazaUjQqJJ_0HcDt_Dyxb8JzKW5N9ZbD5Kt9uAycMbd Scale = 1:49.1 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 6-0-0 6-0-0 1-5-98-5-98-2-10-3-88-5-914.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.35 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 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* 2-4: 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 9-8-7 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size)5=319/0-3-8, 4=219/0-1-8 Max Horz 5=294(LC 6) Max Uplift 4=-188(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/0 BOT CHORD 4-5=-352/18 WEBS 2-4=-18/361 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=188. September 19,2019 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 B19902710 Truss M02 Truss Type MONOPITCH Qty 6 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581021 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-xazaUjQqJJ_0HcDt_Dyxb8J21W8P9ZSD5Kt9uAycMbd Scale = 1:44.9 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 4-1-8 4-1-8 3-5-98-3-57-11-130-3-88-3-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.19 0.16 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=249/0-3-8, 4=139/0-1-8 Max Horz 5=257(LC 6) Max Uplift 4=-269(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-304/24 WEBS 2-4=-32/399 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=269. September 19,2019 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 B19902710 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581022 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-PmXyh3QS4d6tumo4YxTA8MsC1vUru00NK_ciQcycMbc Scale = 1:45.0 1 2 4 3 3x6 2x4 3x4 3x4 3-9-8 3-9-8 0-3-88-3-57-11-130-3-88-3-514.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=140/0-3-8, 3=140/0-1-8 Max Horz 4=183(LC 6) Max Uplift 4=-5(LC 4), 3=-247(LC 6) Max Grav 4=223(LC 6), 3=140(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-272/26 WEBS 1-3=-62/314 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=247. September 19,2019 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 B19902710 Truss PB01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581023 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-ty4LvPR4rxEkWvNG6e?PgZONbJomdRyWZeMGy2ycMbb Scale = 1:48.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-8-0 24-8-0 9-7-8 9-7-8 15-0-8 5-5-0 24-8-0 9-7-8 0-4-106-10-137-1-20-1-80-4-100-1-86-10-139.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [4:0-4-0,0-1-6], [6:0-4-0,0-1-6], [8:0-1-13,0-1-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.23 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 9 9 8 9 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 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, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-3-11. (lb) - Max Horz 2=-156(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13 except 15=-133(LC 6), 10=-135(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 14, 8 except 11=448(LC 11), 13=332(LC 11), 15=516(LC 10), 10=498(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-15=-313/184, 7-10=-309/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13 except (jt=lb) 15=133, 10=135. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss PB02 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581024 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-ty4LvPR4rxEkWvNG6e?PgZOOsJpsdRAWZeMGy2ycMbb Scale = 1:57.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-8-0 24-8-0 12-4-0 12-4-0 24-8-0 12-4-0 0-4-109-1-80-1-80-4-100-1-89.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.16 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.01 0.00 (loc) 9 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 82 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 5-12 REACTIONS.All bearings 23-3-11. (lb) - Max Horz 2=-205(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 14=-105(LC 6), 15=-103(LC 6), 11=-104(LC 7), 10=-103(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=396(LC 1), 14=496(LC 10), 15=366(LC 1), 11=496(LC 11), 10=366(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-258/154, 6-11=-258/154 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 except (jt=lb) 14=105, 15=103, 11=104, 10=103. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss PB03 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581025 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-L9ej6lSjbEMb83ySfLWeDnxZPj9lMuggnI5pUVycMba Scale = 1:49.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-8-0 20-8-0 10-4-0 10-4-0 20-8-0 10-4-0 0-4-107-7-80-1-80-4-100-1-89.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.18 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 65 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 19-3-11. (lb) - Max Horz 2=-170(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10, 8 except 13=-110(LC 6), 11=-110(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 12=410(LC 1), 13=429(LC 10), 11=429(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-268/160, 6-11=-268/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 10, 8 except (jt=lb) 13=110, 11=110. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581026 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-pLC5K5TLMYUSlDXeD31tm_Ujr7V25Lhp0yrN1xycMbZ Scale = 1:49.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 4x8 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 27-5-8 27-5-8 8-4-12 8-4-12 27-5-8 19-0-12 0-4-105-11-126-2-10-1-85-11-120-1-89.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.18 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 11 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 93 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, and 2-0-0 oc purlins (6-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 26-9-6. (lb) - Max Horz 2=187(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16 except 17=-117(LC 6) Max Grav All reactions 250 lb or less at joint(s) 11, 2 except 12=527(LC 1), 13=466(LC 11), 14=495(LC 1), 15=435(LC 11), 16=396(LC 1), 17=394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-12=-263/107, 3-17=-268/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16 except (jt=lb) 17=117. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss PB05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581027 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-HXmTXRUz7scJNN5rnmY6IC0ugXrTqqzyFcawZNycMbY Scale = 1:49.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 4x8 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 27-5-8 27-5-8 5-3-7 5-3-7 27-5-8 22-2-2 0-4-103-7-123-10-10-1-83-7-120-1-89.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-1-8], [3:0-4-0,0-1-6], [7:0-3-0,0-2-4], [7:0-0-0,0-1-12], [8:0-1-4,0-0-0], [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.17 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.01 0.00 -0.00 (loc) 1 1 11 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 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, and 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-17. REACTIONS.All bearings 26-9-6. (lb) - Max Horz 2=103(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 12, 13, 14, 15, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 11, 2, 16 except 12=348(LC 11), 13=314(LC 1), 14=318(LC 11), 15=337(LC 1), 17=313(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-12=-262/103, 5-15=-250/99 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 12, 13, 14, 15, 16, 17. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss PB06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581028 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-lkKrlmUbu9kA?Xg1LU3LrPZ4lwCbZIl6TFKT5qycMbX Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2x4 2x4 3x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 41-7-0 41-7-0 41-7-0 41-7-0 1-3-121-5-40-1-81-3-120-1-8LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 102 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 2-0-0 oc purlins (6-0-0 max.): 1-14, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 41-7-0. (lb) - Max Horz 28=-30(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 28, 15, 16, 17, 18, 20, 21, 22, 23, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 28, 15 except 16=350(LC 1), 17=312(LC 1), 18=322(LC 1), 20=319(LC 1), 21=320(LC 1), 22=320(LC 1), 23=321(LC 1), 25=317(LC 1), 26=331(LC 1), 27=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 13-16=-261/85 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) 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 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 15, 16, 17, 18, 20, 21, 22, 23, 25, 26, 27. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss PB07 Truss Type Piggyback Qty 6 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581029 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-lkKrlmUbu9kA?Xg1LU3LrPZ5MwDeZII6TFKT5qycMbX Scale: 3/4"=1' 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-8-9 4-8-9 2-4-4 2-4-4 4-8-9 2-4-4 0-5-102-7-80-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 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 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=103/3-8-5, 4=103/3-8-5, 6=100/3-8-5 Max Horz 2=-61(LC 4) Max Uplift 2=-21(LC 7), 4=-19(LC 7) Max Grav 2=103(LC 1), 4=103(LC 1), 6=110(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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss PB08 Truss Type Piggyback Qty 3 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581030 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-EwuEy6VDfTs0chFDuBaaNd6FvKY6IlMFiv31dGycMbW Scale = 1:25.6 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-5-11 6-5-11 3-2-13 3-2-13 6-5-11 3-2-13 0-5-103-7-130-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 20 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=149/5-5-7, 4=149/5-5-7, 6=149/5-5-7 Max Horz 2=-86(LC 4) Max Uplift 2=-29(LC 7), 4=-26(LC 7) Max Grav 2=149(LC 1), 4=149(LC 1), 6=163(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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss PB09 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581031 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-EwuEy6VDfTs0chFDuBaaNd6DJKYxIlQFiv31dGycMbW Scale = 1:13.0 1 2 3 4 5 6 8 7 5x6 5x6 2x4 2x4 2x4 2x4 6-5-11 6-5-11 6-5-11 6-5-11 0-5-101-1-81-3-130-1-80-5-100-1-81-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-4-0,Edge], [4:0-4-0,Edge], [5:0-2-10,0-1-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.32 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-5-7. (lb) - Max Horz 2=27(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) 2, 5, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss PB10 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581032 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-i6Sc9SWrQn_tEqqQSv5pwqePpks31AlPxZpaAiycMbV Scale = 1:47.1 12 3 4 5 6 7 10 9 81112 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-3-7 13-3-7 6-7-11 6-7-11 13-3-7 6-7-11 0-5-107-7-80-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:Edge,0-1-14], [6:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.17 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 47 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 12-3-3. (lb) - Max Horz 2=-182(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-195(LC 6), 8=-195(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=362(LC 1), 10=342(LC 10), 8=342(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) 2, 6 except (jt=lb) 10=195, 8=195. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss PB11 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581033 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-AJ0_NoXTB46ks_Pc0cd2T2Ba28CVmbwYADY8i8ycMbU Scale = 1:49.0 1 2 3 4 5 6 10 9 8 71112 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-7-12 11-7-12 5-0-1 5-0-1 11-7-12 6-7-11 1-9-77-7-80-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [5:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.24 0.16 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 lb FT = 20% GRIP 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.All bearings 11-1-11. (lb) - Max Horz 10=-197(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 8 except 5=-141(LC 5), 9=-242(LC 6), 7=-193(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 5 except 8=455(LC 1), 9=381(LC 10), 7=344(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-249/278, 4-7=-231/251 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 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) 10, 8 except (jt=lb) 5=141, 9=242, 7=193. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581034 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-AJ0_NoXTB46ks_Pc0cd2T2Bdl8EHmfVYADY8i8ycMbU Scale = 1:47.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 5x6 5x6 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 3x4 24-8-0 24-8-0 6-10-1 6-10-1 17-9-15 10-11-14 24-8-0 6-10-1 0-4-104-9-125-0-10-1-80-4-100-1-84-9-129.00 12 Plate Offsets (X,Y)-- [6:0-0-0,0-1-1], [7:0-1-12,0-0-0], [15:0-1-12,0-0-0], [16:0-0-0,0-1-1], [17:0-0-0,0-0-0], [18:0-0-0,0-0-0], [19:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 20 21 20 20 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 111 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, except 2-0-0 oc purlins (6-0-0 max.): 6-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-3-11. (lb) - Max Horz 2=-107(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 26, 27, 28, 29, 30, 32, 33, 34, 35, 36, 37, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35, 36, 37, 24, 23, 22, 20 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 30, 32, 33, 34, 35, 36, 37, 24, 23, 22. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581035 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-eVZMa8X6yOEbT8_oaJ8H?FkmLYaaV6DhOtIhEbycMbT Scale: 3/4"=1' 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-8-9 4-8-9 2-4-4 2-4-4 4-8-9 2-4-4 0-5-102-7-80-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 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 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=103/3-8-5, 4=103/3-8-5, 6=100/3-8-5 Max Horz 2=-61(LC 4) Max Uplift 2=-21(LC 7), 4=-19(LC 7) Max Grav 2=103(LC 1), 4=103(LC 1), 6=110(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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581036 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-6h7koUYkjiNS5IZ?71fWYTGyFxwrEYurdX1En1ycMbS Scale = 1:63.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-8-9 16-8-9 8-4-5 8-4-5 16-8-9 8-4-5 0-5-109-7-80-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [8:Edge,0-1-14], [14:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.06 0.04 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 14 14 14 14 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 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 8-21: 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 8-21 REACTIONS.All bearings 15-8-6. (lb) - Max Horz 2=-231(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 14, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/132 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, 14, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 19,2019 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 B19902710 Truss T01 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581037 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-auh7?qZMU?VJjS8BhkAl4gp1ML4rzsu_sBnoJTycMbR Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 29 30 31 6x8 4x6 6x8 4x6 4x6 4x6 3x6 3x4 3x4 3x6 8x8 2x4 3x6 4x6 4x8 2x4 6x16 3x8 4x6 3x6 3x4 5x6 6-0-0 6-0-0 12-1-8 6-1-8 14-5-12 2-4-4 20-6-12 6-1-0 28-11-8 8-4-12 29-0-0 0-0-8 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 -1-2-8 1-2-8 6-0-0 6-0-0 12-1-8 6-1-8 20-6-12 8-5-4 29-0-0 8-5-4 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 51-9-8 1-2-8 0-10-1410-0-012-0-01-7-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-5], [4:0-4-0,0-4-8], [5:0-4-12,0-3-0], [9:0-5-4,0-3-0], [12:0-2-12,0-2-0], [15:0-2-8,0-1-8], [23:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.42 0.82 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.38 0.02 0.01 (loc) 19-20 19-20 14 15-17 l/defl >992 >460 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-21,6-19,9-19,9-17: 2x4 SPF No.2, 12-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 8-19 WEBS 1 Row at midpt 5-21, 6-21, 6-19, 9-19, 11-17 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=-267(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 21=-123(LC 5), 19=-157(LC 4), 14=-128(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 2=584(LC 10), 21=1361(LC 10), 19=1863(LC 11), 14=892(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-539/151, 9-11=-476/218, 11-12=-891/148, 12-14=-840/162 BOT CHORD 2-24=-125/372, 23-24=-123/375, 8-19=-520/214, 15-17=0/627 WEBS 4-24=0/255, 4-23=-420/144, 5-23=-29/365, 5-21=-719/92, 6-21=-667/91, 6-20=0/452, 6-19=-641/75, 17-19=0/324, 9-19=-773/59, 9-17=-56/449, 11-17=-475/165, 12-15=0/560 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) 2 except (jt=lb) 21=123, 19=157, 14=128. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T02 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581038 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-24FVDAa_FJdAKcjNFSh_duMDmlREiJ084rWLrwycMbQ Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 28 29 30 4x6 4x6 6x8 4x6 6x8 4x6 3x6 3x4 3x4 3x6 4x6 2x4 3x6 4x6 4x8 2x4 6x16 3x8 4x6 3x6 3x4 5x6 6-0-0 6-0-0 12-1-8 6-1-8 14-5-12 2-4-4 20-6-12 6-1-0 28-11-8 8-4-12 29-0-0 0-0-8 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 6-0-0 6-0-0 12-1-8 6-1-8 20-6-12 8-5-4 29-0-0 8-5-4 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 51-9-8 1-2-8 0-10-1410-0-012-0-01-7-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-0-1], [4:0-4-12,0-3-0], [8:0-5-4,0-3-0], [11:0-2-12,0-2-0], [14:0-2-8,0-1-8], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.38 0.75 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.38 0.02 0.01 (loc) 18-19 18-19 13 14-16 l/defl >992 >460 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,5-18,8-18,8-16: 2x4 SPF No.2, 11-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 4-20, 5-20, 5-18, 8-18, 10-16 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 1=-277(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 20=-120(LC 5), 18=-157(LC 4), 13=-128(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 1=519(LC 10), 20=1345(LC 10), 18=1865(LC 11), 13=893(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-559/162, 8-10=-477/219, 10-11=-892/149, 11-13=-841/163 BOT CHORD 1-23=-126/389, 22-23=-126/389, 7-18=-520/214, 14-16=0/628 WEBS 3-23=0/256, 3-22=-425/148, 4-22=-33/368, 4-20=-709/90, 5-20=-658/92, 5-19=0/452, 5-18=-644/77, 16-18=0/325, 8-18=-770/57, 8-16=-56/448, 10-16=-474/165, 11-14=0/561 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) 1 except (jt=lb) 20=120, 18=157, 13=128. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T03 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581039 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-WGptQWbc0dl1ylIZp9CDA5uNj9rnRiSHJVGvNMycMbP Scale = 1:91.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 31 4x10 4x6 6x8 4x6 6x8 4x6 3x6 3x4 5x6 6x8 3x4 3x6 5x6 3x4 3x6 4x6 2x4 3x8 5x8 6x16 3x8 4x6 3x6 3x4 5x6 6-2-0 6-2-0 12-1-8 5-11-8 19-2-8 7-1-0 20-8-8 1-6-0 28-11-8 8-3-0 29-0-0 0-0-8 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 6-2-0 6-2-0 12-1-8 5-11-8 19-2-8 7-1-0 20-8-8 1-6-0 29-0-0 8-3-8 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 51-9-8 1-2-8 0-10-1410-0-012-0-01-7-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-12,0-3-0], [9:0-5-4,0-3-0], [12:0-2-12,0-2-0], [15:0-2-8,0-1-8], [21:0-2-0,0-2-12], [22:0-5-12,0-3-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.43 0.47 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.33 0.05 0.04 (loc) 19-20 19-20 19 23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-21,9-19,9-17: 2x4 SPF No.2, 12-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 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.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 6-21, 8-19 WEBS 1 Row at midpt 4-22, 19-21, 9-19, 11-17 REACTIONS.(lb/size)1=987/0-3-8, 19=2481/0-3-8, 14=760/0-3-8 Max Horz 1=-277(LC 4) Max Uplift 1=-59(LC 6), 19=-178(LC 5), 14=-156(LC 7) Max Grav 1=1001(LC 10), 19=2481(LC 1), 14=789(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1281/185, 3-4=-949/239, 4-5=-633/219, 5-6=-490/218, 6-8=-489/220, 8-9=-50/494, 9-11=-324/254, 11-12=-755/184, 12-14=-737/190 BOT CHORD 1-26=-171/945, 24-26=-171/945, 5-22=0/377, 21-22=-152/631, 6-21=-317/117, 8-19=-1401/359, 15-17=0/519 WEBS 3-24=-362/153, 4-24=-39/302, 22-24=-140/667, 5-21=-618/91, 19-21=-527/153, 8-21=-201/1281, 9-19=-989/44, 9-17=-45/489, 11-17=-497/160, 12-15=-1/454 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) 1 except (jt=lb) 19=178, 14=156. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581040 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-?TNFdrbEnwtuavsmMtkSiJRYaZ6qA8eRY9?SwoycMbO Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 27 28 29 4x10 4x6 6x8 4x6 6x8 4x6 3x8 3x4 3x4 3x6 4x6 2x4 3x6 3x6 4x6 6x16 3x8 4x6 3x6 3x4 5x6 6-2-0 6-2-0 12-1-8 5-11-8 20-8-0 8-6-8 28-11-8 8-3-8 29-0-0 0-0-8 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 6-2-0 6-2-0 12-1-8 5-11-8 20-8-0 8-6-8 29-0-0 8-4-0 36-9-8 7-9-8 43-10-0 7-0-8 50-7-0 6-9-0 51-9-8 1-2-8 0-10-1410-0-012-0-01-7-142-0-012-0-09.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-12,0-3-0], [5:0-2-8,0-2-0], [8:0-5-4,0-3-0], [11:0-2-12,0-2-0], [14:0-2-8,0-1-8], [19:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.43 0.74 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.28 0.05 0.03 (loc) 19-21 19-21 13 21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-19,5-18,8-18,8-16: 2x4 SPF No.2, 11-13: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 4-19, 8-18, 10-16 2 Rows at 1/3 pts 5-18 REACTIONS.(lb/size)1=1147/0-3-8, 18=2701/0-3-8, 13=786/0-3-8 Max Horz 1=-277(LC 4) Max Uplift 1=-47(LC 6), 18=-153(LC 5), 13=-127(LC 7) Max Grav 1=1165(LC 10), 18=2701(LC 1), 13=809(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1521/162, 3-4=-1218/215, 4-5=-678/216, 5-7=-18/434, 7-8=-17/436, 8-10=-354/210, 10-11=-781/145, 11-13=-757/161 BOT CHORD 1-22=-183/1130, 21-22=-183/1130, 19-21=-142/894, 18-19=-127/678, 7-18=-520/213, 14-16=0/540 WEBS 3-21=-318/154, 4-21=-12/503, 4-19=-349/35, 5-19=0/677, 5-18=-1624/168, 8-18=-944/80, 8-16=-56/476, 10-16=-493/165, 11-14=0/475 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) 1 except (jt=lb) 18=153, 13=127. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T05 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581041 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-TfxdrBcsYE?lB3RywaFhFW_d0yQFviEanpl?SEycMbN Scale = 1:79.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11232425262728 3x6 6x8 3x6 8x8 5x6 10x10 4x6 3x6 3x6 2x4 3x6 2x4 3x8 3x4 4x8 4x8 3x4 3x6 7-2-0 7-2-0 14-1-8 6-11-8 21-0-12 6-11-4 27-10-4 6-9-8 34-9-8 6-11-4 41-7-0 6-9-8 7-2-0 7-2-0 14-1-8 6-11-8 21-0-12 6-11-4 27-10-4 6-9-8 34-9-8 6-11-4 41-7-0 6-9-8 0-10-1411-6-06-4-1411-6-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [9:0-4-8,0-1-12], [10:0-2-12,0-2-0], [12:0-3-8,0-2-0], [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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.83 0.86 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.38 0.10 0.07 (loc) 15-17 15-17 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,10-12: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-14 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-15, 8-13, 9-13, 9-12, 10-11 REACTIONS.(lb/size)1=2052/Mechanical, 11=2114/0-3-8 Max Horz 1=232(LC 5) Max Uplift 1=-34(LC 6), 11=-40(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2789/204, 3-5=-2335/265, 5-6=-1966/273, 6-8=-1966/273, 8-9=-1754/251, 9-10=-1475/174, 10-11=-1978/183 BOT CHORD 1-18=-229/2128, 17-18=-229/2128, 15-17=-179/1770, 13-15=-161/1754, 12-13=-58/1077 WEBS 3-17=-479/182, 5-17=-28/614, 5-15=-195/495, 6-15=-436/185, 8-15=-71/430, 8-13=-808/247, 9-13=-195/1325, 9-12=-677/149, 10-12=-91/1436 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) 1, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T06 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581042 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-xrU02XdVIY7cpD08UImwnkWogMn4e70j?TUZ_hycMbM Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 1226272829 3x6 6x8 3x6 5x6 4x6 10x10 4x6 3x6 3x6 2x4 6x16 5x6 2x4 3x6 2x4 3x6 5x12 3x4 4x6 3x8 6x10 7-2-0 7-2-0 14-1-8 6-11-8 22-3-4 8-1-12 30-5-0 8-1-12 34-9-8 4-4-8 40-5-0 5-7-8 41-7-0 1-2-0 7-2-0 7-2-0 14-1-8 6-11-8 22-3-4 8-1-12 30-5-0 8-1-12 34-9-8 4-4-8 40-5-0 5-7-8 41-7-0 1-2-0 0-10-1411-6-06-4-141-0-011-6-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [9:0-4-4,0-1-12], [11:Edge,0-1-8], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.77 0.82 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.50 0.18 0.08 (loc) 18-20 18-20 12 18 l/defl >999 >985 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 1-19: 2x4 SPF 2100F 1.8E, 10-13: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,5-18,6-18,6-16,9-16: 2x4 SPF No.2, 11-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 8-16, 10-14 WEBS 1 Row at midpt 3-20, 5-18, 6-18, 6-16, 9-15, 11-12 REACTIONS.(lb/size)1=1982/0-3-8, 12=1864/0-3-8 Max Horz 1=232(LC 5) Max Uplift 1=-34(LC 6), 12=-40(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2680/204, 3-5=-2231/265, 5-6=-1822/272, 6-8=-1534/247, 8-9=-1535/246, 9-10=-1446/196, 10-11=-340/27, 11-12=-1762/130 BOT CHORD 1-21=-229/2042, 20-21=-229/2042, 18-20=-179/1689, 8-16=-395/167, 15-16=-65/1060, 14-15=-35/305, 10-14=-1626/249 WEBS 3-20=-474/183, 5-20=-24/658, 5-18=-195/356, 6-18=-246/266, 16-18=-213/1710, 6-16=-501/78, 9-16=-207/1207, 9-15=-536/143, 10-15=-105/1080, 11-14=-188/1604 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581043 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-P12OGte73rFTRNbL2?H9Kx3xdm5LNcjtE7E6W7ycMbL Scale = 1:79.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11232425262728 3x6 6x8 3x6 8x8 5x6 10x10 4x6 3x6 3x6 2x4 3x6 2x4 3x8 3x4 4x8 4x8 3x4 3x6 7-2-0 7-2-0 14-1-8 6-11-8 21-0-12 6-11-4 27-10-4 6-9-8 34-9-8 6-11-4 41-7-0 6-9-8 7-2-0 7-2-0 14-1-8 6-11-8 21-0-12 6-11-4 27-10-4 6-9-8 34-9-8 6-11-4 41-7-0 6-9-8 0-10-1411-6-06-4-1411-6-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [9:0-4-8,0-1-12], [10:0-2-12,0-2-0], [12:0-3-8,0-2-0], [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 IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.95 0.95 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.38 0.10 0.07 (loc) 15-17 15-17 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 224 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,10-12: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-15, 8-13, 9-13, 9-12, 10-11 REACTIONS.(lb/size)1=2054/Mechanical, 11=2118/Mechanical Max Horz 1=232(LC 5) Max Uplift 1=-34(LC 6), 11=-40(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2793/204, 3-5=-2339/265, 5-6=-1970/273, 6-8=-1970/273, 8-9=-1758/251, 9-10=-1478/174, 10-11=-1981/183 BOT CHORD 1-18=-229/2130, 17-18=-229/2130, 15-17=-179/1774, 13-15=-161/1758, 12-13=-58/1079 WEBS 3-17=-479/182, 5-17=-28/615, 5-15=-195/498, 6-15=-436/185, 8-15=-71/431, 8-13=-809/247, 9-13=-195/1329, 9-12=-679/149, 10-12=-91/1439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T08 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581044 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-tEcmTDelq9NJ2XAXbioOt9c6mASC6z_0Tnzf3ZycMbK Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11232425262728 3x6 6x8 3x6 6x8 3x4 8x10 4x6 3x6 3x6 2x4 3x6 2x4 3x8 3x4 4x6 4x6 6x8 3x6 7-2-0 7-2-0 14-1-8 6-11-8 21-0-12 6-11-4 27-10-4 6-9-8 34-7-12 6-9-8 41-7-0 6-11-4 7-2-0 7-2-0 14-1-8 6-11-8 21-0-12 6-11-4 27-10-4 6-9-8 34-7-12 6-9-8 41-7-0 6-11-4 0-10-1411-6-09.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [12:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MS 0.92 0.84 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.40 0.09 0.08 (loc) 15-17 15-17 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11: 2x4 SPF 2100F 1.8E, 3-18,3-17: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 3-17, 5-15, 6-15, 7-15, 7-13, 9-13, 9-12, 10-12 REACTIONS.(lb/size)11=2182/Mechanical, 1=2061/Mechanical Max Horz 1=328(LC 6) Max Uplift 11=-158(LC 4), 1=-11(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2800/160, 3-5=-2349/219, 5-6=-1983/218, 6-7=-1983/218, 7-9=-1769/177, 9-10=-1129/106, 10-11=-2018/229 BOT CHORD 1-18=-341/2137, 17-18=-341/2137, 15-17=-224/1782, 13-15=-177/1769, 12-13=-106/1129 WEBS 3-17=-475/185, 5-17=-29/615, 5-15=-181/383, 6-15=-434/189, 7-15=-80/412, 7-13=-744/197, 9-13=-136/1236, 9-12=-1504/264, 10-12=-203/2156 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) 1 except (jt=lb) 11=158. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581045 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-LQA8hZfNbTVAgglj9QJdPM8JQamIrRPAhRjDb0ycMbJ Scale = 1:71.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917181920 3x6 6x6 3x6 6x6 3x6 3x6 6x6 4x6 4x6 3x4 2x4 4x8 4x6 6x6 3x6 3x6 8-4-14 8-4-14 16-7-15 8-3-2 24-11-1 8-3-2 33-2-2 8-3-2 41-7-0 8-4-14 8-4-14 8-4-14 16-7-15 8-3-2 24-11-1 8-3-2 33-2-2 8-3-2 41-7-0 8-4-14 11-6-0LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.80 0.98 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.52 0.07 0.08 (loc) 12-13 12-13 9 12-13 l/defl >999 >958 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 247 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* 1-16,8-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (3-5-2 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 8-9, 1-15, 2-15, 2-13, 4-13, 4-12, 5-12, 7-12, 7-10, 8-10 REACTIONS.(lb/size)16=2204/Mechanical, 9=2191/Mechanical Max Uplift 16=-142(LC 4), 9=-142(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2003/198, 1-2=-1337/97, 2-4=-1953/143, 4-5=-1931/142, 5-7=-1931/142, 7-8=-1329/97, 8-9=-1992/198 BOT CHORD 13-15=-97/1337, 12-13=-143/1953, 10-12=-97/1329 WEBS 1-15=-162/2224, 2-15=-1375/240, 2-13=-77/1038, 4-13=-457/159, 5-12=-486/159, 7-12=-76/1015, 7-10=-1357/240, 8-10=-162/2210 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) 16=142, 9=142. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T10 Truss Type Flat Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581046 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-LQA8hZfNbTVAgglj9QJdPM8JJam3rTNAhRjDb0ycMbJ Scale = 1:71.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718192021 3x6 6x6 3x6 6x6 3x6 3x6 6x6 3x8 4x8 2x4 3x4 3x8 3x8 6x6 3x6 3x6 8-4-14 8-4-14 16-7-15 8-3-2 24-11-1 8-3-2 33-2-2 8-3-2 41-7-0 8-4-14 8-4-14 8-4-14 16-7-15 8-3-2 24-11-1 8-3-2 33-2-2 8-3-2 41-7-0 8-4-14 10-7-4Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-8,0-1-8], [12:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.81 0.99 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.53 0.08 0.08 (loc) 12-13 12-13 9 12-13 l/defl >999 >937 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 236 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* 1-16,8-9: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (3-3-3 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 8-9, 1-15, 2-15, 2-13, 4-13, 5-13, 5-12, 7-12, 7-10, 8-10 REACTIONS.(lb/size)16=2158/Mechanical, 9=2174/Mechanical Max Uplift 16=-142(LC 4), 9=-142(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1960/198, 1-2=-1419/106, 2-4=-2060/155, 4-5=-2060/155, 5-7=-2088/155, 7-8=-1431/106, 8-9=-1975/198 BOT CHORD 13-15=-106/1419, 12-13=-155/2088, 10-12=-106/1431 WEBS 1-15=-167/2239, 2-15=-1340/240, 2-13=-79/1026, 4-13=-486/159, 5-12=-452/159, 7-12=-79/1052, 7-10=-1360/240, 8-10=-167/2257 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) 16=142, 9=142. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T11 Truss Type Hip Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581047 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-pckWuvg?Mmd1IqKwj7qsyahW?zCqa2hJw5Sm7SycMbI Scale = 1:59.9 1 2 3 4 5 6 11 10 9 8 712 6x6 6x6 2x4 3x6 3x4 6x8 2x4 6x8 3x8 6-1-8 6-1-8 14-1-8 8-0-0 20-3-0 6-1-8 -1-2-8 1-2-8 6-1-8 6-1-8 14-1-8 8-0-0 20-3-0 6-1-8 21-5-8 1-2-8 3-5-910-5-010-7-53-5-910-5-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [4:0-3-15,0-3-0], [5:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.58 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.32 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >739 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-8: 2x4 SPF No.2, 2-11,5-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=998/0-3-8, 7=966/0-3-8 Max Horz 11=286(LC 5) Max Uplift 11=-39(LC 6), 7=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-786/174, 3-4=-407/191, 4-5=-754/174, 2-11=-976/131, 5-7=-938/131 BOT CHORD 10-11=-270/286, 8-10=-141/428 WEBS 2-10=-73/465, 5-8=-73/438 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) 11, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T12 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581048 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-HpIv5Fhd74luw_v6HrM5UnEliNaSJLIT9lCKfuycMbH Scale = 1:64.9 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 4x6 8x8 3x4 3x8 3x4 3x4 3x4 2x4 3x6 3x6 2x4 6-10-11 6-10-11 13-4-5 6-5-11 20-3-0 6-10-11 -1-2-8 1-2-8 2-5-0 2-5-0 6-10-11 4-5-11 13-4-5 6-5-11 17-10-0 4-5-11 20-3-0 2-5-0 21-5-8 1-2-8 3-5-911-6-03-5-911-6-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.43 0.42 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 0.01 0.01 (loc) 9-10 9-10 9 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-12,5-10: 2x4 SPF No.2, 2-13,7-9: 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 5-12 REACTIONS.(lb/size)13=1041/0-3-8, 9=1058/0-3-8 Max Horz 13=310(LC 5) Max Uplift 13=-39(LC 6), 9=-39(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-719/213, 4-5=-405/200, 5-6=-737/213 BOT CHORD 12-13=-221/306, 10-12=-68/417, 9-10=-22/313 WEBS 3-13=-816/13, 6-9=-837/13 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) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T14 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581049 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-m?sHJahFuOtlX8UIqYtK1?mu5nt52q9cOPxtCKycMbG Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 132324 8x16 4x6 4x6 6x6 4x8 6x8 8x8 3x4 3x4 4x8 4x6 3x4 3x4 3x4 3x4 3x4 3x4 3x8 3x4 3x4 2-2-13 2-2-13 3-4-9 1-1-12 5-6-11 2-2-2 11-0-13 5-6-2 12-10-4 1-9-7 17-8-9 4-10-5 24-4-4 6-7-11 32-11-8 8-7-4 0-11-11 0-11-11 2-2-13 1-3-2 3-4-9 1-1-12 4-5-5 1-0-13 5-6-11 1-1-6 11-0-13 5-6-2 17-8-9 6-7-11 24-4-4 6-7-11 29-6-0 5-1-12 32-11-8 3-5-8 34-2-0 1-2-8 0-8-81-3-72-1-123-0-73-11-105-0-1311-6-01-5-911-6-07.13 12 8.19 12 9.31 12 10.50 12 11.88 12 14.00 12 Plate Offsets (X,Y)-- [1:0-6-1,0-2-0], [1:0-1-6,0-0-0], [2:Edge,0-4-1], [7:0-4-8,0-1-4], [9:0-2-11,Edge], [20:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.59 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.02 0.04 (loc) 13-14 13-14 13 18-20 l/defl >999 >681 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18,7-17,8-17,8-16,9-16,9-14: 2x4 SPF No.2, 11-13: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 7-17, 8-17, 9-16 REACTIONS.(lb/size)17=1665/0-3-8, 1=406/0-3-8, 13=914/0-3-8 Max Horz 1=-290(LC 4) Max Uplift 17=-285(LC 5), 1=-97(LC 7), 13=-54(LC 7) Max Grav 17=1665(LC 1), 1=418(LC 10), 13=941(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-515/199, 2-3=-487/211, 3-4=-455/206, 4-5=-475/254, 5-6=-334/185, 8-9=-312/137, 9-10=-757/130 BOT CHORD 1-22=-243/335, 21-22=-226/384, 20-21=-184/292, 18-20=-180/260, 17-18=-69/251, 16-17=-43/311, 14-16=0/416, 13-14=0/464 WEBS 6-20=-149/284, 6-18=-352/270, 7-18=-258/312, 7-17=-630/296, 8-17=-991/134, 8-16=0/460, 9-14=-36/353, 10-13=-767/14 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) 1, 13 except (jt=lb) 17=285. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss T15 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581050 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-m?sHJahFuOtlX8UIqYtK1?mt2nu32p?cOPxtCKycMbG Scale = 1:67.7 1 2 3 4 5 6 7 12 11 10 9 81314151617 3x4 4x6 8x8 3x6 3x8 3x4 3x4 3x4 3x8 3x8 3x4 8-7-4 8-7-4 13-3-12 4-8-9 21-11-0 8-7-4 3-8-0 3-8-0 8-7-4 4-11-4 13-3-12 4-8-9 18-3-0 4-11-4 21-11-0 3-8-0 23-1-8 1-2-8 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.53 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.40 0.02 0.01 (loc) 8-9 8-9 8 11 l/defl >999 >649 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-11,4-11,4-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 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. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size)12=1005/0-3-8, 8=1100/0-3-8 Max Horz 12=-308(LC 4) Max Uplift 12=-15(LC 7), 8=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/65, 2-3=-872/190, 3-4=-491/186, 4-5=-879/189, 6-8=-309/138 BOT CHORD 11-12=-172/547, 9-11=-29/497, 8-9=0/544 WEBS 3-11=-54/290, 4-9=-63/311, 2-12=-771/64, 5-8=-787/26 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 19,2019 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 B19902710 Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Wedgewood 230 Bridgemont Job Reference (optional) I38581051 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-EBQfWwiufh?c9I2UOGOZaCJ_hBHgnDLlc3hQknycMbF Scale: 3/16"=1' 1 2 3 4 5 6 12 11 10 9 8 713141516171819 3x6 8x8 8x8 6x8 12x12 2x4 12x12 3x6 6x8 8x8 3x8 5-9-14 5-9-14 11-7-12 5-9-14 14-1-8 2-5-12 20-3-0 6-1-8 5-9-14 5-9-14 11-7-12 5-9-14 14-1-8 2-5-12 20-3-0 6-1-8 21-5-8 1-2-8 11-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-2-11,Edge], [5:Edge,0-1-5], [8:0-3-8,0-4-0], [9:0-3-8,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.85 0.37 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.20 0.01 0.08 (loc) 9-11 9-11 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 540 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-12: 2x4 SPF 2100F 1.8E, 5-8,4-8: 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.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-12 REACTIONS.(lb/size)12=10414/0-3-8, 7=8323/0-3-8 Max Horz 12=-392(LC 6) Max Uplift 12=-1188(LC 3), 7=-1800(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-8882/1188, 1-2=-4502/594, 2-3=-4503/594, 3-4=-8026/1531, 4-5=-8974/1931, 5-7=-7927/1702 BOT CHORD 11-12=-38/393, 9-11=-940/5275, 8-9=-1224/5724, 7-8=-212/686 WEBS 1-11=-1297/9808, 2-11=-377/174, 3-11=-1653/946, 3-9=-1958/7262, 5-8=-1169/5124, 4-8=-1481/2089, 4-9=-1768/1351 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 8-4 2x4 - 1 row at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1188, 7=1800. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2058 lb down and 52 lb up at 2-2-4, 2086 lb down and 52 lb up at 4-2-4, 2162 lb down and 170 lb up at 6-2-4, 2136 lb down and 170 lb up at 8-2-4, 2131 lb down and 154 lb up at 10-2-4, and 2150 lb down and 154 lb up at 12-2-4, and 4046 lb down and 2152 lb up at 14-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 19,2019 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 B19902710 Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Wedgewood 230 Bridgemont Job Reference (optional) I38581051 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-EBQfWwiufh?c9I2UOGOZaCJ_hBHgnDLlc3hQknycMbF 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, 3-5=-60, 5-6=-60, 12-14=-60, 14-17=-20, 9-17=-60, 7-9=-20 Concentrated Loads (lb) Vert: 10=-2136(B) 8=-4046(B) 13=-2058(B) 15=-2086(B) 16=-2162(B) 18=-2131(B) 19=-2150(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19902710 Truss TG02 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Wedgewood 230 Bridgemont Job Reference (optional) I38581052 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-iOz1kGjWQ?7TnSdhyzvo6QrEIbb1WmQvrjQ_GDycMbE Scale = 1:64.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8151617181920 8x8 8x8 6x6 3x6 5x8 10x10 8x8 3x6 5x8 6x6 3x8 3x8 10x10 4-0-0 4-0-0 8-7-4 4-7-4 13-3-12 4-8-9 15-9-8 2-5-12 21-11-0 6-1-8 4-0-0 4-0-0 8-7-4 4-7-4 13-3-12 4-8-9 15-9-8 2-5-12 21-11-0 6-1-8 23-1-8 1-2-8 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [3:0-2-11,Edge], [4:0-2-11,Edge], [6:0-3-8,0-1-8], [11:0-3-8,0-5-0], [13:0-3-8,0-4-0] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.49 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.21 0.02 0.06 (loc) 11-13 11-13 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 508 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 5-9,2-13,2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=11268/0-3-8, 8=9138/0-3-8 Max Horz 14=-305(LC 3) Max Uplift 14=-917(LC 6), 8=-1842(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10787/968, 2-3=-8965/1095, 3-4=-5858/1049, 4-5=-8939/1570, 5-6=-9962/2042, 1-14=-10249/897, 6-8=-8906/1807 BOT CHORD 13-14=-283/411, 11-13=-737/6958, 10-11=-691/5830, 9-10=-1262/6368, 8-9=-148/480 WEBS 3-11=-108/6416, 3-10=-864/326, 4-10=-1162/6533, 1-13=-573/6847, 6-9=-1259/6001, 5-9=-1659/2340, 2-13=0/2623, 2-11=-1899/143, 5-10=-1954/1489 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-5 2x4 - 1 row at 0-6-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 1 = 8%, joint 6 = 16% 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) except (jt=lb) 14=917, 8=1842. 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) 2034 lb down and 62 lb up at 1-10-4, 2034 lb down and 62 lb up at 3-10-4, 2034 lb down and 62 lb up at 5-10-4, 2041 lb down and 23 lb up at 7-10-4, 2001 lb down and 23 lb up at 9-10-4, 2171 lb down and 154 lb up at 11-10-4, and 2138 lb down and 154 lb up at 13-10-4, and 4030 lb down and 2153 lb up at 15-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 September 19,2019 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 B19902710 Truss TG02 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 Wedgewood 230 Bridgemont Job Reference (optional) I38581052 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:35 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-iOz1kGjWQ?7TnSdhyzvo6QrEIbb1WmQvrjQ_GDycMbE 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, 6-7=-60, 11-14=-20, 11-18=-60, 8-18=-20 Concentrated Loads (lb) Vert: 12=-2034(F) 13=-2034(F) 9=-4030(F) 15=-2034(F) 16=-2041(F) 17=-2001(F) 19=-2171(F) 20=-2138(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 B19902710 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 230 Bridgemont Job Reference (optional) I38581053 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-AaXPxck8BJFKObCtWhQ1fdOHl_sgFA324NAXofycMbD Scale = 1:71.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 91718192021222324252627282930313233343536373839 3x12 5x8 3x6 5x8 3x12 4x8 5x8 3x8 4x10 2x4 3x6 4x6 3x8 5x8 3x6 4x8 8-4-14 8-4-14 16-7-15 8-3-2 24-11-1 8-3-2 33-2-2 8-3-2 41-7-0 8-4-14 8-4-14 8-4-14 16-7-15 8-3-2 24-11-1 8-3-2 33-2-2 8-3-2 41-7-0 8-4-14 8-3-4Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-8,0-1-8], [10:0-3-8,0-2-8], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 1.00 0.79 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.49 0.06 0.33 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 457 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-15,2-13,5-13,7-12,8-10: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (5-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. WEBS 1 Row at midpt 1-16, 8-9, 1-15, 8-10 REACTIONS.(lb/size)16=4050/Mechanical, 9=4066/Mechanical Max Uplift 16=-2141(LC 3), 9=-2141(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-3597/1908, 1-2=-3566/1936, 2-4=-5191/2833, 4-5=-5191/2833, 5-7=-5236/2838, 7-8=-3576/1930, 8-9=-3607/1902 BOT CHORD 13-15=-1936/3566, 12-13=-2838/5236, 10-12=-1930/3576 WEBS 1-15=-2662/4897, 2-15=-2094/1026, 2-13=-1241/2248, 4-13=-485/153, 5-12=-445/154, 7-12=-1255/2296, 7-10=-2126/1035, 8-10=-2654/4911 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) 16=2141, 9=2141. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 200 lb up at 1-9-12, 199 lb down and 200 lb up at 3-9-12, 199 lb down and 200 lb up at 5-9-12, 199 lb down and 200 lb up at 7-9-12, 199 lb down and 200 lb up at 9-9-12, 199 lb down and 200 lb up at 11-9-12, 199 lb down and 200 lb up at 13-9-12, 199 lb down and 200 lb up at 15-9-12, 199 lb down and 200 lb up at 17-9-12, 199 lb down and 200 lb up at 19-9-12, 199 lb down and 200 lb up at 21-9-12, 199 lb down and 200 lb up at 23-9-12, 199 lb down and 200 lb up at 25-9-12, 199 lb down and 200 lb up at 27-9-12, 199 lb down and 200 lb up at 29-9-12, 199 lb down and 200 lb up at 31-9-12, 199 lb down and 200 lb up at 33-9-12, 199 lb down and 200 lb up at 35-9-12, and 199 lb down and 200 lb up at 37-9-12, and 199 lb down and 200 lb up at 39-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 19,2019 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 B19902710 Truss TG03 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 230 Bridgemont Job Reference (optional) I38581053 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:36 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-AaXPxck8BJFKObCtWhQ1fdOHl_sgFA324NAXofycMbD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 16-19=-60, 15-19=-20, 15-23=-60, 23-28=-20, 12-28=-60, 12-32=-20, 10-32=-60, 10-37=-20, 9-37=-60 Concentrated Loads (lb) Vert: 14=-199 11=-199 17=-199 18=-199 20=-199 21=-199 22=-199 24=-199 25=-199 26=-199 27=-199 29=-199 30=-199 31=-199 33=-199 34=-199 35=-199 36=-199 38=-199 39=-199 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902710 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 230 Bridgemont Job Reference (optional) I38581054 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-em5o9ylmycOB0ln33OxGBrxcTOKO_kOCI1v5L6ycMbC Scale = 1:47.5 1 2 3 4 5 6 7 13 12 11 10 9 81415161718 6x6 6x6 2x4 4x6 3x8 2x4 3x8 3x6 2x4 3x6 3x8 4-1-8 4-1-8 10-1-8 6-0-0 16-1-8 6-0-0 20-3-0 4-1-8 -1-2-8 1-2-8 4-1-8 4-1-8 10-1-8 6-0-0 16-1-8 6-0-0 20-3-0 4-1-8 21-5-8 1-2-8 3-5-98-1-08-3-53-5-98-1-014.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.25 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.06 -0.01 0.07 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,4-9: 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=1585/0-3-8, 8=1589/0-3-8 Max Horz 13=227(LC 12) Max Uplift 13=-1503(LC 5), 8=-1512(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1158/1269, 3-4=-692/866, 4-5=-694/871, 5-6=-1161/1277, 2-13=-1582/1569, 6-8=-1586/1578 BOT CHORD 10-12=-1263/1151, 9-10=-1263/1151 WEBS 3-12=-891/578, 4-12=-760/725, 4-10=-846/729, 4-9=-757/717, 5-9=-897/580, 2-12=-1057/900, 6-9=-1064/903 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left 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) 13=1503, 8=1512. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down and 780 lb up at 4-1-8, 119 lb down and 281 lb up at 6-2-4, 119 lb down and 281 lb up at 8-2-4, 120 lb down and 259 lb up at 10-2-4, 119 lb down and 281 lb up at 12-2-4, and 119 lb down and 281 lb up at 14-2-4, and 288 lb down and 780 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 19,2019 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 B19902710 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 230 Bridgemont Job Reference (optional) I38581054 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-em5o9ylmycOB0ln33OxGBrxcTOKO_kOCI1v5L6ycMbC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 13-14=-20, 14-17=-60, 8-17=-20 Concentrated Loads (lb) Vert: 11=-119 12=-288 10=-120 9=-288 15=-119 16=-119 18=-119 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B19902710 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581055 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-6zfAMIlOjwW2evMGd5SVk2TpkohljBBLXhfetYycMbB Scale = 1:77.1 1 2 3 4 5 9 8 7 6103x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-0-4 11-0-4 10-2-4 10-2-4 11-0-4 0-10-0 0-0-411-10-1110-11-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.17 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS.All bearings 11-0-1. (lb) - Max Horz 1=338(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 6=-121(LC 10), 8=-220(LC 6), 9=-159(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=372(LC 6), 7=380(LC 1), 8=513(LC 10), 9=295(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-529/102, 2-3=-347/98 WEBS 3-8=-267/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 6=121, 8=220, 9=159. September 19,2019 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 B19902710 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581056 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-6zfAMIlOjwW2evMGd5SVk2ToqogHjCeLXhfetYycMbB Scale = 1:69.2 1 2 3 4 7 6 53x4 4x6 2x4 2x4 2x4 2x4 2x4 9-8-14 9-8-14 8-10-14 8-10-14 9-8-14 0-10-0 0-0-410-4-119-5-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.20 0.21 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 9-8-10. (lb) - Max Horz 1=291(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-109(LC 10), 7=-259(LC 6) Max Grav All reactions 250 lb or less at joint(s) 5 except 1=251(LC 6), 6=365(LC 1), 7=495(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-382/119 WEBS 2-7=-304/349 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) 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, 6 except (jt=lb) 5=109, 7=259. September 19,2019 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 B19902710 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581057 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-a9DYZem0UEevF3xSBp_kGG0?hC0ZShSUmKOBP_ycMbA Scale = 1:59.2 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 8-5-7 8-5-7 7-7-7 7-7-7 8-5-7 0-10-0 0-0-48-10-117-11-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.20 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: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 8-5-3. (lb) - Max Horz 1=245(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-128(LC 10), 7=-217(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=400(LC 1), 7=429(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-349/92 WEBS 2-7=-257/308 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) 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, 6 except (jt=lb) 5=128, 7=217. September 19,2019 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 B19902710 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581058 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-a9DYZem0UEevF3xSBp_kGG0_CC_6SfyUmKOBP_ycMbA Scale = 1:51.6 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 7-2-0 7-2-0 6-4-0 6-4-0 7-2-0 0-10-0 0-0-47-4-116-5-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.36 0.21 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-1-12. (lb) - Max Horz 1=198(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6 except 5=-123(LC 10), 7=-191(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=393(LC 1), 7=343(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/81 WEBS 2-7=-230/289 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) 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, 6 except (jt=lb) 5=123, 7=191. September 19,2019 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 B19902710 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581059 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-2Lnwn_neFXmmtDWelWVzpTZ?ucIiB8Xe?_8lxRycMb9 Scale = 1:40.3 1 2 3 5 42x4 4x6 2x4 2x4 2x4 5-10-9 5-10-9 5-0-9 5-0-9 5-10-9 0-10-0 0-0-45-10-114-11-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.87 0.46 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=179/5-10-6, 4=-37/5-10-6, 5=296/5-10-6 Max Horz 1=152(LC 6) Max Uplift 4=-111(LC 2), 5=-36(LC 6) Max Grav 1=179(LC 10), 5=318(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 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) 5 except (jt=lb) 4=111. September 19,2019 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 B19902710 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581060 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-XYLI_KoH?rucVN5rIE0CMh5G??iUwctnDetIUtycMb8 Scale = 1:24.9 1 2 3 5 42x4 4x6 2x4 2x4 2x4 4-7-2 4-7-2 3-9-2 3-9-2 4-7-2 0-10-0 0-0-44-4-113-5-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.46 0.23 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=131/4-6-15, 4=-5/4-6-15, 5=208/4-6-15 Max Horz 1=106(LC 6) Max Uplift 4=-46(LC 2), 5=-26(LC 6) Max Grav 1=131(LC 10), 5=208(LC 1) 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 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) 4, 5. September 19,2019 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 B19902710 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581061 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-XYLI_KoH?rucVN5rIE0CMh5LM?kpwcNnDetIUtycMb8 Scale = 1:17.4 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-3-11 3-3-11 2-5-11 2-5-11 3-3-11 0-10-0 0-0-42-10-111-11-014.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.09 0.02 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: 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=82/3-3-8, 4=17/3-3-8, 5=133/3-3-8 Max Horz 1=59(LC 6) Max Uplift 4=-25(LC 7), 5=-12(LC 5) Max Grav 1=82(LC 10), 4=17(LC 1), 5=133(LC 1) 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 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) 4, 5. September 19,2019 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 B19902710 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581062 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-?kugCfovm90T6Wg1sxXRuueYOP4Ff2vxSIdr0JycMb7 Scale = 1:9.8 1 2 3 2x4 3x4 2x4 2-0-4 2-0-4 1-2-4 1-2-4 2-0-4 0-10-0 0-0-41-4-110-5-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1], [3:0-2-0,0-0-8] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=68/2-0-1, 3=68/2-0-1 Max Horz 1=-25(LC 4) Max Uplift 1=-3(LC 7), 3=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 19,2019 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 B19902710 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581063 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-?kugCfovm90T6Wg1sxXRuueVjP3qf_HxSIdr0JycMb7 Scale = 1:76.6 1 2 3 4 5 9 8 7 6103x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-2-15 11-2-15 10-1-8 10-1-8 11-2-15 1-1-7 0-0-411-9-1210-6-114.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.16 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 4-7: 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 5-6, 4-7 REACTIONS.All bearings 11-2-12. (lb) - Max Horz 1=329(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7 except 8=-220(LC 6), 9=-158(LC 6) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=364(LC 6), 7=350(LC 1), 8=514(LC 10), 9=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-509/112, 2-3=-329/98 WEBS 3-8=-267/298 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) 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, 6, 7 except (jt=lb) 8=220, 9=158. September 19,2019 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 B19902710 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581064 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-TwS3P?pXXS8KkgEDQf2gR6BfepOVOS_4hyMPYlycMb6 Scale = 1:68.2 1 2 3 4 7 6 53x4 4x6 2x4 2x4 2x4 2x4 2x4 9-11-9 9-11-9 8-10-1 8-10-1 9-11-9 1-1-7 0-0-410-3-129-0-114.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.20 0.20 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 4-5, 3-6 REACTIONS.All bearings 9-11-5. (lb) - Max Horz 1=281(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-256(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=340(LC 1), 7=492(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-360/118 WEBS 2-7=-301/344 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) 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, 6 except (jt=lb) 7=256. September 19,2019 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 B19902710 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581065 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-TwS3P?pXXS8KkgEDQf2gR6BghpPgOUT4hyMPYlycMb6 Scale = 1:58.7 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 8-8-2 8-8-2 7-6-11 7-6-11 8-8-2 1-1-7 0-0-48-9-127-6-114.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.26 0.19 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: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud 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. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 8-7-14. (lb) - Max Horz 1=235(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-215(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=368(LC 1), 7=428(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/97 WEBS 2-7=-255/304 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) 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, 6 except (jt=lb) 7=215. September 19,2019 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 B19902710 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581066 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-x60RdLq9ImGBMqpP_MZvzJjryDhf7vIEvc6y5CycMb5 Scale = 1:49.3 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 7-4-11 7-4-11 6-3-4 6-3-4 7-4-11 1-1-7 0-0-47-3-126-0-114.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.33 0.20 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-4-7. (lb) - Max Horz 1=189(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6 except 7=-190(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=360(LC 1), 7=343(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/91 WEBS 2-7=-229/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left 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, 6 except (jt=lb) 7=190. September 19,2019 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 B19902710 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581067 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-x60RdLq9ImGBMqpP_MZvzJjo1Dg77wjEvc6y5CycMb5 Scale = 1:39.8 1 2 3 5 43x6 4x6 2x4 2x4 2x4 6-1-4 6-1-4 4-11-13 4-11-13 6-1-4 1-1-7 0-0-45-9-124-6-114.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.43 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=159/6-1-1, 4=-84/6-1-1, 5=380/6-1-1 Max Horz 1=142(LC 6) Max Uplift 4=-105(LC 10), 5=-135(LC 6) Max Grav 1=159(LC 1), 4=42(LC 6), 5=380(LC 1) 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 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) except (jt=lb) 4=105, 5=135. September 19,2019 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 B19902710 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581068 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-PJapqhrn34O2z_OcX448WXGzGd3ksPrN8GrWdeycMb4 Scale = 1:24.5 1 2 3 5 42x4 4x6 2x4 2x4 2x4 4-9-13 4-9-13 3-8-6 3-8-6 4-9-13 1-1-7 0-0-44-3-123-0-114.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.44 0.21 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=128/4-9-10, 4=19/4-9-10, 5=205/4-9-10 Max Horz 1=96(LC 6) Max Uplift 4=-38(LC 7), 5=-19(LC 6) Max Grav 1=129(LC 10), 4=19(LC 1), 5=205(LC 1) 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 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) 4, 5. September 19,2019 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 B19902710 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581069 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-PJapqhrn34O2z_OcX448WXG1Wd5ssPKN8GrWdeycMb4 Scale = 1:17.0 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 3-6-6 3-6-6 2-4-15 2-4-15 3-6-6 1-1-7 0-0-42-9-121-6-114.00 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.17 0.08 0.02 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: 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 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=80/3-6-3, 4=33/3-6-3, 5=137/3-6-3 Max Horz 1=55(LC 5) Max Uplift 1=-12(LC 7), 4=-30(LC 7), 5=-12(LC 5) Max Grav 1=80(LC 10), 4=33(LC 1), 5=137(LC 1) 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 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, 4, 5. September 19,2019 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 B19902710 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581070 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-tV8B21sPqNWvb8zo5ncN3kpER0RIbsuWNwb394ycMb3 Scale = 1:9.4 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-2-15 2-2-12 1-1-8 1-1-8 2-2-15 1-1-7 0-0-41-3-120-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] 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 IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=65/2-2-10, 3=65/2-2-10 Max Horz 1=23(LC 5) Max Uplift 1=-2(LC 7), 3=-2(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. September 19,2019 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 B19902710 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581071 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-LhiZFNs2bhemDIY_fU7cbyLIfQkTKJRgcaKchXycMb2 Scale = 1:29.5 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-9-6 6-9-6 0-0-45-1-09.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.26 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=52/6-9-0, 4=130/6-9-0, 5=317/6-9-0 Max Horz 1=144(LC 6) Max Uplift 4=-40(LC 6), 5=-95(LC 6) Max Grav 1=92(LC 6), 4=130(LC 1), 5=317(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. September 19,2019 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 B19902710 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581072 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-LhiZFNs2bhemDIY_fU7cbyLELQicKJ8gcaKchXycMb2 Scale = 1:21.1 1 2 3 2x4 2x4 2x4 4-10-7 4-10-7 0-0-43-7-139.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.72 0.44 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: 13 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 4-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=173/4-10-1, 3=173/4-10-1 Max Horz 1=100(LC 6) Max Uplift 3=-52(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. September 19,2019 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 B19902710 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 230 Bridgemont Job Reference (optional) I38581073 8.240 s Jul 14 2019 MiTek Industries, Inc. Wed Sep 18 14:57:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:LpGfpJjOvA?wbC333eXTeXyhNyh-puGySjtgM?mdqS7BDCer89uY4q7M3mOpqE4AEzycMb1 Scale = 1:12.3 1 2 3 2x4 2x4 2x4 2-6-1 2-6-1 0-0-41-10-99.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.09 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: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=78/2-5-11, 3=78/2-5-11 Max Horz 1=45(LC 6) Max Uplift 3=-24(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. September 19,2019 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