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HomeMy WebLinkAboutI39230979.19_Cooper_Run16023 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). November 11,2019 Liu, Xuegang Pages or sheets covered by this seal: I39230979 thru I39231012 My license renewal date for the state of Indiana is July 31, 2020. 19_Cooper_Run 19 Cooper Run 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 19_Cooper_Run Truss GE01 Truss Type GABLE Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230979 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:57:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-4nzpmIjRQ5q8REmf?pEm0fzOnruV91TbfHQP5?yKKaf Scale = 1:62.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x4 4x6 3x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-0-0 1-0-0 9-11-8 9-11-8 19-11-0 9-11-8 20-11-0 1-0-0 1-3-09-6-91-3-010.00 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-R 0.29 0.14 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 331 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 37=229(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 29, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22 except 37=-292(LC 4), 20=-210(LC 5), 36=-334(LC 5), 21=-273(LC 4) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 except 37=413(LC 5), 20=331(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=292, 20=210, 36=334, 21=273. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss GE02 Truss Type GABLE Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230980 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-zYDKcgmyUJKZvr4QEfJiAV83sTGT5rqBavOdEmyKKab Scale = 1:76.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 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 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 3x4 3x4 3x6 5x6 3x6 3x4 3x6 5x6 3x6 37-11-0 37-11-0 -1-0-0 1-0-0 16-4-8 16-4-8 21-6-8 5-2-0 37-11-0 16-4-8 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [15:0-1-12,0-1-3], [16:0-3-12,0-2-0], [16:0-0-0,0-1-12], [20:0-4-4,0-2-4], [56:0-1-8,0-1-8] 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-R 0.28 0.14 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 34 34 35 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 831 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 2x3 SPF No.2 *Except* 20-48,19-49,18-50,17-51,15-52,14-53,21-47: 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.): 16-20. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 20-48, 19-49, 18-50, 17-51, 15-52, 14-53, 13-54, 12-55, 21-47, 22-46, 23-45 REACTIONS.All bearings 37-11-0. (lb) - Max Horz 65=-255(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 35, 49, 50, 51, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37 except 65=-178(LC 4), 64=-177(LC 5), 36=-117(LC 4) Max Grav All reactions 250 lb or less at joint(s) 65, 35, 48, 49, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-21/262, 14-15=-23/288, 16-17=-1/256, 17-18=-1/256, 18-19=-1/256, 19-20=-1/256, 20-21=-23/286, 21-22=-21/267 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 49, 50, 51, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37 except (jt=lb) 65=178, 64=177, 36=117. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss GE03 Truss Type GABLE COMMON Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230981 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-N7uTEhoqnEj8mJp?wosPo8mVsgBZI8gdGtdHq5yKKaY Scale = 1:83.0 Sheet Front Right Option 0-5-8 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 1011 3x6 5x10 MT18HS 5x10 MT18HS 3x8 3x8 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x8 2x4 4x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 31-4-0 8-1-0 37-7-8 6-3-8 39-2-0 1-6-8 39-7-8 0-5-8 8-1-12 8-1-12 16-1-0 7-11-4 21-2-0 5-1-0 23-3-0 2-1-0 31-4-0 8-1-0 39-7-8 8-3-8 40-7-8 1-0-0 1-3-512-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [8:0-2-12,0-2-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8] 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-R 0.62 0.56 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 249 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,4-14,5-14,7-14: 2x4 SPF No.2, 1-18,8-10: 2x6 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-7 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-14, 7-14 REACTIONS.(lb/size)18=1560/Mechanical, 10=1527/2-3-8, 11=121/0-3-8 Max Horz 18=-263(LC 4) Max Uplift 18=-56(LC 6), 10=-132(LC 7) Max Grav 18=1560(LC 1), 10=1527(LC 1), 11=200(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2060/196, 2-4=-1677/262, 4-5=-1292/271, 5-7=-1685/263, 7-8=-2085/208, 1-18=-1475/157, 8-10=-1546/200 BOT CHORD 17-18=-251/416, 15-17=-69/1604, 14-15=-12/1288, 12-14=-38/1622, 11-12=-108/341, 10-11=-108/341 WEBS 2-15=-425/166, 4-15=-15/485, 5-14=-5/485, 7-14=-435/179, 1-17=0/1199, 8-12=0/1289 NOTES-(9-10) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 18 except (jt=lb) 10=132. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss GE04 Truss Type GABLE Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230982 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-oiabtjrj495jdmXabwQ6PmO7PtKbVZJ3zrrxRQyKKaV Scale = 1:77.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 12 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 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 3x6 5x6 3x12 3x6 5x6 5x6 6x6 3x6 39-11-0 39-11-0 -1-0-0 1-0-0 16-4-8 16-4-8 23-6-8 7-2-0 39-11-0 16-4-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-4], [9:0-3-0,0-3-0], [21:0-4-4,0-2-4], [26:0-1-12,0-3-4], [26:0-0-0,0-1-12], [27:0-1-8,0-0-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.09 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 1 1 35 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 903 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 *Except* 21-48,20-49,19-50,18-51,17-52,16-53,14-54,22-47: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-2-1 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.): 15-21. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 21-48, 20-49, 19-50, 18-51, 17-52, 16-53, 14-54, 13-55, 12-56, 11-58, 22-47, 23-46, 24-45 REACTIONS.All bearings 39-11-0. (lb) - Max Horz 2=268(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 35, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37 except 2=-246(LC 4), 66=-192(LC 5), 36=-120(LC 7) Max Grav All reactions 250 lb or less at joint(s) 35, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37, 36 except 2=333(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-391/299, 13-14=-36/265, 21-22=-37/262 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 35, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 47, 46, 45, 43, 42, 41, 40, 39, 38, 37 except (jt=lb) 2=246, 66=192, 36=120. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss GE05 Truss Type GABLE Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230983 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-Gu8_43sLrTDaFw6m9dxLy_wIzHf0E0ZDBVbU_syKKaU Scale = 1:42.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-8 12-9-8 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-3-06-6-151-3-010.00 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-R 0.16 0.08 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 165 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 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-9-8. (lb) - Max Horz 24=-124(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-115(LC 4), 23=-126(LC 5), 15=-111(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=115, 23=126, 15=111. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss GE06 Truss Type GABLE Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230984 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-gTp6i5uD7Ob96OrLqmU2acYdeVdlRJpftTp8aByKKaR Scale = 1:78.0 Sheet Front Left Option 15-7-6 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 34 33 32 31 30 29 28 27 26 25 24 23 22 21 35 36 37 38 2x4 3x4 5x12 3x4 3x6 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 4x8 2x4 2x4 15-7-6 15-7-6 21-7-7 6-0-1 21-8-7 0-1-0 27-11-1 6-2-10 13-11-8 13-11-8 21-7-7 7-7-15 21-9-3 0-1-12 27-11-1 6-1-13 0-0-411-7-100-0-410.00 12 Plate Offsets (X,Y)-- [12:0-2-0,0-1-4], [18:0-0-0,0-1-4], [18:0-3-4,Edge], [20:0-4-5,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-R 0.90 0.33 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 20 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 417 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 12-24,11-25,13-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 21-22,20-21. WEBS 1 Row at midpt 12-24, 11-25, 10-27, 13-23, 14-35 JOINTS 1 Brace at Jt(s): 36 REACTIONS.All bearings 27-11-1. (lb) - Max Horz 1=-264(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 25, 27, 28, 29, 30, 31, 32, 33, 34 except 23=-273(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 24, 25, 27, 28, 29, 30, 31, 32, 33, 34, 23, 20 except 22=421(LC 2), 21=417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/109 WEBS 13-23=-257/159 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 25, 27, 28, 29, 30, 31, 32, 33, 34 except (jt=lb) 23=273. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss GE07 Truss Type Common Supported Gable Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230985 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-8fNUwQvruij0kYQXOT?H6q5ubuzDAq2o67Zi7eyKKaQ Scale: 3/8"=1' 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x6 17-11-0 17-11-0 -1-0-0 1-0-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 0-3-153-3-120-3-154.00 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-R 0.57 0.38 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.09 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 50 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 17-11-0. (lb) - Max Horz 2=38(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 9=-355(LC 1) Max Grav All reactions 250 lb or less at joint(s) 9 except 2=284(LC 10), 11=673(LC 1), 8=673(LC 1), 6=284(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-457/172, 5-8=-457/172 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8, 6 except (jt=lb) 9=355. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss J01 Truss Type Jack-Open Qty 5 Ply 1 19 Cooper Run Job Reference (optional) I39230986 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-csxt7mvTf?rsMh?jxBXWf1eAqINJvIpyLnIFf4yKKaP Scale = 1:11.5 1 2 5 3 4 3x6 2-11-0 2-11-0 -1-0-0 1-0-0 2-11-0 2-11-0 0-9-01-8-111-4-81-8-114.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.09 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=190/0-3-8, 3=69/Mechanical, 4=28/Mechanical Max Horz 5=44(LC 4) Max Uplift 5=-39(LC 4), 3=-25(LC 4) Max Grav 5=190(LC 1), 3=69(LC 1), 4=52(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss J02 Truss Type Jack-Open Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230987 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-42VFL6w6QJzjzrZwVu2lCFAKRiiqel35aR2pBWyKKaO Scale = 1:11.4 1 2 5 3 4 3x6 0-2-0 0-2-0 3-8-8 3-6-8 -1-0-4 1-0-4 3-8-8 3-8-8 0-8-51-8-111-4-101-8-113.33 12 Plate Offsets (X,Y)-- [2:0-0-6,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 3-8-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/0-4-3, 3=93/Mechanical, 4=38/Mechanical Max Horz 5=44(LC 4) Max Uplift 5=-44(LC 4), 3=-31(LC 4) Max Grav 5=220(LC 1), 3=93(LC 1), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss J03 Truss Type Jack-Open Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230988 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-ZE3dYSxkBd5ab?863bZ_kSjUB623NCJFo4nMjyyKKaN Scale = 1:11.4 1 2 5 3 4 3x6 0-2-0 0-2-0 3-8-8 3-6-8 -1-0-4 1-0-4 3-8-8 3-8-8 0-8-51-8-110-4-11-4-101-8-113.33 12 Plate Offsets (X,Y)-- [2:0-0-6,0-1-4], [5:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.16 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 3-8-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=220/0-4-3, 3=93/Mechanical, 4=38/Mechanical Max Horz 5=44(LC 4) Max Uplift 5=-44(LC 4), 3=-31(LC 4) Max Grav 5=220(LC 1), 3=93(LC 1), 4=67(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss M01 Truss Type Monopitch Qty 7 Ply 1 19 Cooper Run Job Reference (optional) I39230989 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-1Qd?loyMywDRD9jIdJ4DHgGeuWOl6cGO1kXvGPyKKaM Scale = 1:14.0 1 2 3 6 5 4 7 8 4x6 3x6 2x4 2x4 4-9-0 4-9-0 -1-0-0 1-0-0 4-9-0 4-9-0 0-8-02-1-52-3-00-10-82-3-04.00 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-R 0.23 0.09 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=259/0-3-0, 8=160/0-1-8 Max Horz 6=61(LC 4) Max Uplift 6=-44(LC 4), 8=-18(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T01 Truss Type COMMON Qty 2 Ply 1 19 Cooper Run Job Reference (optional) I39230990 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-1Qd?loyMywDRD9jIdJ4DHgGYxWG_6XhO1kXvGPyKKaM Scale = 1:58.7 1 2 3 4 5 6 10 9 8 7 3x6 4x6 3x6 3x8 3x4 3x4 5x8 5x8 3x6 9-11-8 9-11-8 19-11-0 9-11-8 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-3-09-6-91-3-010.00 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-R 0.61 0.58 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.02 (loc) 7-8 7-8 7 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-10,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=783/0-3-8, 7=856/0-3-8 Max Horz 10=-240(LC 4) Max Uplift 10=-25(LC 6), 7=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-447/76, 2-3=-675/147, 3-4=-675/146, 4-5=-434/85, 1-10=-370/76, 5-7=-416/119 BOT CHORD 8-10=-59/568, 7-8=0/564 WEBS 3-8=-78/485, 2-10=-436/63, 4-7=-473/55 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T02 Truss Type COMMON Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39230991 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-VdBNz8z_jELIqJIVA0bSptojZvdSrzbYGOGToryKKaL Scale = 1:58.7 1 2 3 4 5 9 8 7 6 3x6 4x6 3x6 3x6 3x4 3x8 3x4 5x8 6x6 9-11-8 9-11-8 19-7-8 9-8-0 19-11-0 0-3-8 5-1-0 5-1-0 9-11-8 4-10-8 14-8-4 4-8-12 19-7-8 4-11-4 1-3-09-6-90-3-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.62 0.57 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.02 (loc) 7-9 7-9 6 l/defl >999 >674 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-9,5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=773/0-3-8, 6=773/0-3-8 Max Horz 9=228(LC 5) Max Uplift 9=-24(LC 6), 6=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/75, 2-3=-661/146, 3-4=-657/147, 4-5=-357/86, 1-9=-370/75, 5-6=-314/80 BOT CHORD 7-9=-75/559, 6-7=0/534 WEBS 3-7=-79/470, 2-9=-422/64, 4-6=-493/50 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T03 Truss Type COMMON Qty 5 Ply 1 19 Cooper Run Job Reference (optional) I39230992 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-zpkmAUzcUYT9STthkk6hM5LuQJyTaRDhV200KHyKKaK Scale = 1:58.7 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x6 5x8 5x8 3x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1-3-09-6-91-3-010.00 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-R 0.61 0.58 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.02 (loc) 9-11 9-11 8 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=854/0-3-8, 8=854/0-3-8 Max Horz 11=-229(LC 4) Max Uplift 11=-60(LC 6), 8=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/84, 3-4=-672/147, 4-5=-672/147, 5-6=-434/84, 2-11=-416/119, 6-8=-416/119 BOT CHORD 9-11=-60/562, 8-9=0/562 WEBS 4-9=-78/483, 3-11=-470/56, 5-8=-470/56 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T04 Truss Type PIGGYBACK BASE Qty 3 Ply 1 19 Cooper Run Job Reference (optional) I39230993 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-vCsWbA?s09kthm13s999RWQAh7e92JO_yMV7PAyKKaI Scale = 1:79.9 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x6 5x10 MT18HS 5x10 MT18HS 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 6x8 3x4 2x4 2x4 6x8 3x4 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 3-0-0 3-0-0 8-3-8 5-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 34-11-0 5-3-8 37-11-0 3-0-0 38-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 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-R 0.88 0.63 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.55 0.10 (loc) 17-19 17-19 13 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 15-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,9-14,3-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 9-16 REACTIONS.(lb/size)20=1574/0-3-8, 13=1574/0-3-8 Max Horz 20=-254(LC 4) Max Uplift 20=-91(LC 6), 13=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-495/0, 3-4=-1970/190, 4-6=-1585/249, 6-7=-1218/259, 7-9=-1586/249, 9-10=-1969/190, 10-11=-495/0, 2-20=-318/62, 11-13=-318/62 BOT CHORD 19-20=-77/1554, 17-19=-77/1554, 16-17=0/1217, 14-16=-23/1554, 13-14=-23/1554 WEBS 4-19=0/301, 4-17=-454/177, 6-17=-27/458, 7-16=-23/458, 9-16=-453/177, 9-14=0/300, 3-20=-1627/192, 10-13=-1626/192 NOTES-(8-9) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T04A Truss Type PIGGYBACK BASE Qty 2 Ply 1 19 Cooper Run Job Reference (optional) I39230994 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-ra_G0r07Ym_bx4BSzZBdWxVXqwFKWCVHPg_ET2yKKaG Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x6 5x10 MT18HS 8x8 3x6 3x6 2x4 8x10 10x10 2x4 3x6 3x6 3x8 8x8 3x6 2x4 5x8 5x8 3x6 5x8 3x6 3x4 3x4 8-1-5 8-1-5 16-11-0 8-9-11 18-3-0 1-4-0 21-6-8 3-3-8 29-9-11 8-3-3 37-11-0 8-1-5 -1-0-0 1-0-0 3-0-0 3-0-0 8-1-5 5-1-5 16-4-8 8-3-3 16-11-0 0-6-8 18-3-0 1-4-0 21-6-8 3-3-8 29-9-11 8-3-3 34-11-0 5-1-5 37-11-0 3-0-0 38-11-0 1-0-0 1-1-012-0-01-1-03-0-012-0-08.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-2-0], [8:0-4-0,0-1-12], [17:0-2-12,0-2-0], [19:0-5-12,0-4-12], [20:0-2-12,0-5-0], [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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.78 0.84 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.82 0.27 (loc) 21-23 21-23 14 l/defl >999 >552 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-20: 2x6 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-18,6-21,10-17,2-24,12-14,8-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-11 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-18, 7-20, 10-17, 8-17, 4-20 REACTIONS.(lb/size)24=1572/0-3-8, 14=1572/0-3-8 Max Horz 24=-284(LC 4) Max Uplift 24=-92(LC 6), 14=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-258/50, 3-4=-1984/187, 4-6=-2068/209, 6-7=-1633/225, 7-8=-1692/209, 8-10=-1586/249, 10-11=-1979/190, 11-12=-288/42 BOT CHORD 23-24=-68/1558, 19-20=0/1741, 15-17=-9/1555, 14-15=-9/1555 WEBS 7-19=0/520, 4-23=-400/131, 7-20=-476/85, 17-19=0/1819, 8-19=-101/1386, 10-15=0/315, 6-20=0/573, 10-17=-456/183, 3-24=-1850/105, 11-14=-1823/116, 8-17=-959/117, 20-23=-74/1646 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T05 Truss Type PIGGYBACK BASE Qty 3 Ply 1 19 Cooper Run Job Reference (optional) I39230995 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-G9fPet3?qhM9oYv1eikK8Z73c8GYid9j6eDu4NyKKaD Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x8 5x10 MT18HS 5x10 MT18HS 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x4 3x6 6x8 3x4 3x4 5x8 3x4 8-1-12 8-1-12 16-1-0 7-11-4 21-3-0 5-2-0 29-4-0 8-1-0 37-7-8 8-3-8 4-0-0 4-0-0 8-1-12 4-1-12 16-1-0 7-11-4 21-3-0 5-2-0 29-4-0 8-1-0 33-7-8 4-3-8 37-7-8 4-0-0 38-7-8 1-0-0 1-3-512-0-01-1-012-0-08.00 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-R 0.74 0.94 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.53 0.11 (loc) 16-18 16-18 12 l/defl >999 >848 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-16,8-13,2-19,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-4 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-15, 8-15, 2-19, 9-12 REACTIONS.(lb/size)19=1492/Mechanical, 12=1563/0-3-8 Max Horz 19=-263(LC 4) Max Uplift 19=-54(LC 6), 12=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-394/47, 2-3=-1888/186, 3-5=-1556/248, 5-6=-1202/257, 6-8=-1568/248, 8-9=-1933/188, 9-10=-457/40, 1-19=-261/90, 10-12=-382/123 BOT CHORD 18-19=-72/1496, 16-18=-72/1496, 15-16=0/1198, 13-15=-23/1546, 12-13=-23/1546 WEBS 3-18=0/304, 3-16=-413/174, 5-16=-30/435, 6-15=-21/453, 8-15=-461/177, 8-13=0/316, 2-19=-1642/111, 9-12=-1618/117 NOTES-(9-10) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 19, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T06 Truss Type PIGGYBACK BASE Qty 5 Ply 1 19 Cooper Run Job Reference (optional) I39230996 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-CYn93Z4FMJct1r3Qm7noD_DOqxw3AW70Zyi?8GyKKaB Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x8 5x10 MT18HS 5x10 MT18HS 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x4 3x6 6x8 3x4 3x4 3x4 6x8 8-1-12 8-1-12 16-1-0 7-11-4 23-3-0 7-2-0 31-4-0 8-1-0 39-7-8 8-3-8 4-0-0 4-0-0 8-1-12 4-1-12 16-1-0 7-11-4 23-3-0 7-2-0 31-4-0 8-1-0 35-7-8 4-3-8 39-7-8 4-0-0 40-7-8 1-0-0 1-3-512-0-01-1-012-0-08.00 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-R 0.82 1.00 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.53 0.13 (loc) 16-18 16-18 12 l/defl >999 >887 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-16,8-13,2-19,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-10 max.): 5-6. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-16, 5-15, 8-15, 2-19, 9-12 REACTIONS.(lb/size)19=1572/Mechanical, 12=1643/0-3-8 Max Horz 19=-263(LC 4) Max Uplift 19=-54(LC 6), 12=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-403/46, 2-3=-2008/198, 3-5=-1689/260, 5-6=-1319/268, 6-8=-1703/259, 8-9=-2057/200, 9-10=-469/39, 1-19=-259/90, 10-12=-383/122 BOT CHORD 18-19=-72/1590, 16-18=-72/1590, 15-16=-6/1313, 13-15=-32/1644, 12-13=-32/1644 WEBS 3-18=0/294, 3-16=-384/175, 5-16=-18/470, 6-15=-3/488, 8-15=-435/178, 8-13=0/307, 2-19=-1757/124, 9-12=-1731/131 NOTES-(9-10) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 19, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T07 Truss Type PIGGYBACK BASE Qty 2 Ply 1 19 Cooper Run Job Reference (optional) I39230997 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-gkLYHv5u7ckkf?ecKqI1mClZgLGqvzh9ocRYhiyKKaA Scale = 1:81.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x6 5x10 MT18HS 5x10 MT18HS 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 6x8 3x4 3x4 6x8 3x6 3x4 3x4 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 -1-0-0 1-0-0 4-0-0 4-0-0 8-3-8 4-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 35-11-0 4-3-8 39-11-0 4-0-0 40-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 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-R 0.82 0.97 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.51 0.13 (loc) 17-19 17-19 13 l/defl >999 >930 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 185 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,9-14,3-20,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-10 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-16, 9-16, 3-20, 10-13 REACTIONS.(lb/size)20=1654/0-3-8, 13=1654/0-3-8 Max Horz 20=254(LC 5) Max Uplift 20=-91(LC 6), 13=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/39, 3-4=-2074/201, 4-6=-1720/261, 6-7=-1334/269, 7-9=-1720/261, 9-10=-2074/201, 10-11=-471/39, 2-20=-383/123, 11-13=-383/122 BOT CHORD 19-20=-77/1658, 17-19=-77/1658, 16-17=-4/1333, 14-16=-33/1658, 13-14=-33/1658 WEBS 4-19=0/307, 4-17=-434/178, 6-17=-16/494, 7-16=-5/494, 9-16=-434/178, 9-14=0/306, 3-20=-1747/132, 10-13=-1746/132 NOTES-(8-9) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T08 Truss Type Piggyback Base Qty 6 Ply 1 19 Cooper Run Job Reference (optional) I39230998 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-8xvwUE6WuwsbG9DotYpGJPIkVlc3eQxJ0GB5D8yKKa9 Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x10 MT18HS 5x10 MT18HS 3x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 3x6 3x6 3x4 6x8 3x4 3x4 6x8 8-3-8 8-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 39-11-0 8-3-8 -1-0-0 1-0-0 4-0-0 4-0-0 8-3-8 4-3-8 16-4-8 8-1-0 23-6-8 7-2-0 31-7-8 8-1-0 35-11-0 4-3-8 39-11-0 4-0-0 1-1-012-0-01-1-012-0-08.00 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-R 0.81 0.97 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.51 0.13 (loc) 16-18 16-18 12 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 183 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-13,3-19,10-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-12 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15, 3-19, 10-12 REACTIONS.(lb/size)19=1655/0-3-8, 12=1584/Mechanical Max Horz 19=264(LC 5) Max Uplift 19=-91(LC 6), 12=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/40, 3-4=-2076/202, 4-6=-1722/261, 6-7=-1336/269, 7-9=-1723/261, 9-10=-2079/202, 10-11=-511/40, 2-19=-383/123, 11-12=-338/86 BOT CHORD 18-19=-90/1659, 16-18=-90/1659, 15-16=-13/1335, 13-15=-68/1664, 12-13=-68/1664 WEBS 4-18=0/307, 4-16=-434/178, 6-16=-16/494, 7-15=-5/494, 9-15=-440/179, 9-13=0/307, 3-19=-1748/132, 10-12=-1711/132 NOTES-(9-10) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 19, 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T09 Truss Type COMMON Qty 3 Ply 1 19 Cooper Run Job Reference (optional) I39230999 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-c7TIia78fE_SuJo_RFKVrdrw998gNzgSFwwflbyKKa8 Scale = 1:41.0 1 2 3 4 5 8 7 6 4x6 3x4 3x4 3x8 6x6 6x6 6-4-12 6-4-12 12-9-8 6-4-12 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-3-06-6-151-3-010.00 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-R 0.76 0.24 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=569/0-3-8, 6=569/0-3-8 Max Horz 8=-124(LC 4) Max Uplift 8=-50(LC 6), 6=-50(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-490/84, 3-4=-490/84, 2-8=-505/113, 4-6=-505/113 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T10 Truss Type Common Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231000 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-5J1gvw7mQX6JWTNB?yrkOqN3vZNj6QSbUagCI1yKKa7 Scale = 1:28.8 1 2 3 4 5 6 7 5x10 MT18HS 4x8 3x4 3x4 5x12 3x12 0-1-12 0-1-12 7-6-11 7-4-15 16-6-3 8-11-8 -0-4-15 0-4-15 7-6-11 7-6-11 16-6-3 8-11-8 17-6-3 1-0-0 0-9-93-3-120-3-154.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [5:0-7-2,0-1-8], [7:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.82 0.70 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.51 -0.04 (loc) 5-7 5-7 2 l/defl >999 >387 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 47 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=678/0-3-8, 5=726/0-3-8 Max Horz 5=-49(LC 5) Max Uplift 2=-44(LC 6), 5=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1189/174, 4-5=-1194/169 BOT CHORD 2-7=-111/1055, 5-7=-111/1055 WEBS 4-7=0/369 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss T11 Truss Type Common Qty 3 Ply 1 19 Cooper Run Job Reference (optional) I39231001 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-ZVb26G8OBrEA7cyNZgMzw2wEZygirsSljEPmqTyKKa6 Scale: 3/8"=1' 1 2 3 4 5 67 8x14 MT18HS 3x12 5x12 3x12 8-11-8 8-11-8 17-11-0 8-11-8 -1-0-0 1-0-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 0-3-153-3-120-3-154.00 12 Plate Offsets (X,Y)-- [2:0-7-2,0-1-8], [4:0-7-2,0-1-8], [6:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.82 0.84 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 0.05 (loc) 2-6 2-6 4 l/defl >999 >426 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 47 lb FT = 20% GRIP 197/144 197/144 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 3-6-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=971/0-3-8, 4=779/0-3-8 Max Horz 2=-38(LC 5) Max Uplift 2=-127(LC 6), 4=-76(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1425/190, 3-4=-1426/190 BOT CHORD 2-6=-97/1281, 4-6=-97/1281 WEBS 3-6=0/419 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 3 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=127. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 54 lb up at 0-7-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-4=-20 Concentrated Loads (lb) Vert: 7=-203 November 11,2019 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 19_Cooper_Run Truss T19 Truss Type PIGGYBACK BASE Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231002 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-VuipXyAejSUuNw5mg5PR?T?bSmKxJhh2AYusuMyKKa4 Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x10 MT18HS 5x8 3x6 3x6 3x6 2x4 3x8 3x4 3x6 2x4 3x6 3x6 3x4 5x8 3x4 5x8 3x4 8-3-8 8-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 37-11-0 8-3-8 -1-0-0 1-0-0 4-0-0 4-0-0 8-3-8 4-3-8 16-4-8 8-1-0 21-6-8 5-2-0 29-7-8 8-1-0 33-11-0 4-3-8 37-11-0 4-0-0 1-1-012-0-01-1-012-0-08.00 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-R 0.74 0.92 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.49 0.12 (loc) 16-18 16-18 12 l/defl >999 >916 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-15,9-13,3-19,10-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-1 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 9-15, 3-19, 10-12 REACTIONS.(lb/size)19=1575/0-3-8, 12=1504/0-3-8 Max Horz 19=264(LC 5) Max Uplift 19=-91(LC 6), 12=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-459/40, 3-4=-1951/189, 4-6=-1587/249, 6-7=-1219/259, 7-9=-1598/251, 9-10=-1954/190, 10-11=-502/39, 2-19=-382/123, 11-12=-338/86 BOT CHORD 18-19=-90/1561, 16-18=-90/1561, 15-16=0/1216, 13-15=-59/1565, 12-13=-59/1565 WEBS 4-18=0/314, 4-16=-459/177, 6-16=-23/459, 7-15=-33/456, 9-15=-460/178, 9-13=0/309, 3-19=-1634/119, 10-12=-1594/121 NOTES-(8-9) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss TG01 Truss Type Common Girder Qty 1 Ply 2 19 Cooper Run Job Reference (optional) I39231003 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-z4GBlIAHUmdl_4gyEowgYgYqBAm5270BPCeQRoyKKa3 Scale = 1:41.0 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 4x6 4x6 4x6 6x8 6x8 8x8 3x6 3x6 3x6 3x6 3-4-2 3-4-2 6-4-12 3-0-10 9-5-6 3-0-10 12-9-8 3-4-2 2-0-0 2-0-0 3-4-2 1-4-2 6-4-12 3-0-10 9-5-6 3-0-10 10-9-8 1-4-2 12-9-8 2-0-0 1-3-06-6-151-3-010.00 12 Plate Offsets (X,Y)-- [6:Edge,0-3-0], [8:0-4-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.48 0.54 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2, 1-10,5-6: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=5821/0-3-8, 6=4543/0-3-8 Max Horz 10=-118(LC 3) Max Uplift 10=-240(LC 5), 6=-188(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4185/206, 2-3=-3634/226, 3-4=-3634/226, 4-5=-4085/201, 1-10=-2804/151, 5-6=-2740/148 BOT CHORD 9-10=-160/3111, 8-9=-160/3111, 7-8=-116/3033, 6-7=-116/3033 WEBS 3-8=-219/4305, 4-8=-398/97, 4-7=-37/552, 2-8=-518/101, 2-9=-41/707 NOTES-(8-9) 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, 2x8 - 2 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=240, 6=188. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1569 lb down and 64 lb up at 0-7-4, 1564 lb down and 67 lb up at 2-7-4, 1564 lb down and 67 lb up at 4-7-4, 1564 lb down and 67 lb up at 6-7-4, and 1564 lb down and 67 lb up at 8-7-4, and 1564 lb down and 67 lb up at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 November 11,2019 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 19_Cooper_Run Truss TG01 Truss Type Common Girder Qty 1 Ply 2 19 Cooper Run Job Reference (optional) I39231003 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-z4GBlIAHUmdl_4gyEowgYgYqBAm5270BPCeQRoyKKa3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1564(B) 11=-1569(B) 12=-1564(B) 13=-1564(B) 14=-1564(B) 15=-1564(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 19_Cooper_Run Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 3 19 Cooper Run Job Reference (optional) I39231004 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-NfyJNJD9mh?JrXPXvxTNAJAHSNlyFU6d59s417yKKa0 Scale = 1:28.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 24 25 6x16 5x12 6x16 4x8 2x4 6x6 8x10 5x12 2x4 6x6 4x8 2x4 2-11-13 2-11-13 5-4-12 2-4-15 8-9-13 3-5-1 12-2-14 3-5-1 14-7-13 2-4-15 17-7-9 2-11-13 2-11-13 2-11-13 5-4-12 2-4-15 8-9-13 3-5-1 12-2-14 3-5-1 14-7-13 2-4-15 17-7-9 2-11-13 0-7-111-8-110-7-111-8-112.40 12 Plate Offsets (X,Y)-- [1:Edge,0-3-13], [2:0-2-8,0-2-0], [3:0-6-0,0-2-5], [5:0-6-0,0-2-5], [6:0-2-8,0-2-0], [7:0-6-5,0-3-13], [10:0-4-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.72 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.63 0.10 (loc) 10 10 7 l/defl >808 >327 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-3-12, Right 2x4 SPF-S Stud 2-3-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except 2-0-0 oc purlins (4-10-14 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7089/0-5-15, 7=8163/0-5-15 Max Horz 1=16(LC 11) Max Uplift 1=-340(LC 3), 7=-373(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-18751/898, 2-3=-20952/1008, 3-4=-22948/1089, 4-5=-22948/1089, 5-6=-20720/986, 6-7=-18489/874 BOT CHORD 1-12=-854/17860, 11-12=-854/17860, 10-11=-963/20310, 9-10=-927/20098, 8-9=-815/17595, 7-8=-815/17595 WEBS 2-12=-9/606, 2-11=-160/3003, 3-11=-65/2487, 3-10=-143/2900, 5-10=-165/3127, 5-9=-53/2350, 6-9=-165/3044, 6-8=-6/613 NOTES-(11-12) 1) Ply to ply nailing inadequate 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=340, 7=373. 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) 69 lb down and 53 lb up at 5-4-12, 9 lb down and 24 lb up at 6-6-14, 9 lb down and 24 lb up at 8-6-14, and 9 lb down and 24 lb up at 10-6-14, and 70 lb down and 53 lb up at 12-2-14 on top chord, and 1472 lb down and 66 lb up at 1-7-1, 1472 lb down and 66 lb up at 3-7-1, 31 lb down at 5-5-4, 1472 lb down and 66 lb up at 5-7-1, 12 lb down at 6-6-14, 1540 lb down and 68 lb up at 7-3-1, 12 lb down at 8-6-14, 1552 lb down and 66 lb up at 9-3-1, 12 lb down at 10-6-14, 1552 lb down and 66 lb up at 11-3-1, 31 lb down at 12-0-10, 1552 lb down and 66 lb up at 13-3-1, and 1552 lb down and 66 lb up at 15-3-1, and 1561 lb down and 61 lb up at 17-4-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 November 11,2019 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 19_Cooper_Run Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 3 19 Cooper Run Job Reference (optional) I39231004 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:37 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-NfyJNJD9mh?JrXPXvxTNAJAHSNlyFU6d59s417yKKa0 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 5=-30(B) 7=-1561(F) 11=-14(B) 10=-8(B) 3=-30(B) 4=-9(B) 13=-9(B) 14=-9(B) 15=-1472(F) 16=-1472(F) 17=-1480(F=-1472, B=-8) 18=-8(B) 19=-1540(F) 20=-1552(F) 21=-8(B) 22=-1552(F) 23=-22(B) 24=-1552(F) 25=-1552(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 19_Cooper_Run Truss V01 Truss Type Valley Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231005 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-K234o?EPIIF15rZv1LWrFkFm7Ba_jSPwYTLB60yKKa_ Scale = 1:61.8 1 2 3 4 5 6 7 13 12 11 10 9 8 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-8-5 24-8-5 24-8-10 0-0-5 12-4-5 12-4-5 24-8-10 12-4-5 0-0-410-3-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.11 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 24-8-1. (lb) - Max Horz 1=-232(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 12=-111(LC 6), 13=-128(LC 6), 9=-110(LC 7), 8=-128(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 12=319(LC 10), 13=361(LC 1), 9=319(LC 11), 8=361(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-257/167, 6-8=-257/167 NOTES-(6-7) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=111, 13=128, 9=110, 8=128. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss V02 Truss Type Valley Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231006 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-oEdS?LF13cNuj?86a314oxoxubwVSx04n75kdSyKKZz Scale = 1:57.8 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 21-6-4 21-5-15 10-9-2 10-9-2 21-6-4 10-9-2 0-0-48-11-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.15 0.09 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 21-5-10. (lb) - Max Horz 1=-201(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-118(LC 6), 13=-100(LC 6), 9=-118(LC 7), 8=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 12=339(LC 10), 13=285(LC 1), 9=339(LC 11), 8=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-257/168, 5-9=-257/168 NOTES-(6-7) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=118, 13=100, 9=118, 8=101. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss V03 Truss Type Valley Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231007 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-GRBqDhGgqvVlK9iI8mYJK9K45_C7BO9D0nqH9uyKKZy Scale = 1:49.5 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 18-3-9 18-3-9 18-3-13 0-0-5 9-1-15 9-1-15 18-3-13 9-1-15 0-0-47-7-100-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-9,0-1-8], [5:0-0-7,0-1-8] 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-R 0.31 0.32 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-3-4. (lb) - Max Horz 1=-171(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-149(LC 6), 6=-149(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=424(LC 10), 6=424(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-316/195, 4-6=-316/195 NOTES-(6-7) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=149, 6=149. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss V04 Truss Type Valley Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231008 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-kdlCQ1HIbDdcyJHUiU3YtMtFUOcewrpMERariLyKKZx Scale = 1:40.0 1 2 3 4 5 8 7 63x6 6x6 3x6 2x4 2x4 2x4 2x4 2x4 15-1-2 15-1-2 15-1-7 0-0-5 7-6-12 7-6-12 15-1-7 7-6-12 0-0-46-3-100-0-410.00 12 Plate Offsets (X,Y)-- [3:Edge,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 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.11 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-13. (lb) - Max Horz 1=-140(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-118(LC 6), 6=-118(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=329(LC 10), 6=329(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=118, 6=118. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss V05 Truss Type VALLEY Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231009 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-g0tzrjIY7qtKBcRtpv50ynyXNCESOlafil3ymDyKKZv Scale: 3/8"=1' 1 2 3 45x8 8x8 5x8 2x4 0-0-5 0-0-5 11-11-1 11-10-12 5-11-8 5-11-8 11-11-1 5-11-9 0-0-44-11-100-0-410.00 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [2:Edge,0-2-8], [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.56 0.35 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=222/11-10-7, 3=222/11-10-7, 4=449/11-10-7 Max Horz 1=-109(LC 4) Max Uplift 1=-14(LC 6), 3=-21(LC 7), 4=-4(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-250/58 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 5) Non Standard bearing condition. Review required. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss V06 Truss Type Valley Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231010 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-9CRL22JAu8?Bpm03NcdFV?ViGcZn7E5pxPoVIfyKKZu Scale = 1:24.5 1 2 3 42x4 3x4 2x4 2x4 0-0-5 0-0-5 8-8-10 8-8-5 4-4-5 4-4-5 8-8-10 4-4-5 0-0-43-7-100-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.55 0.34 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=185/8-8-1, 3=185/8-8-1, 4=281/8-8-1 Max Horz 1=-79(LC 4) Max Uplift 1=-27(LC 7), 3=-33(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss V07 Truss Type VALLEY Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231011 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-dO?jGOKofS72RwbGxK8U1C2xT?tRsgEy93Y2r6yKKZt Scale = 1:16.6 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 5-6-4 5-5-15 2-9-2 2-9-2 5-6-4 2-9-2 0-0-42-3-100-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.20 0.51 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: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=198/5-5-10, 3=198/5-5-10 Max Horz 1=-48(LC 4) Max Uplift 1=-7(LC 6), 3=-7(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) Non Standard bearing condition. Review required. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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 19_Cooper_Run Truss V08 Truss Type Valley Qty 1 Ply 1 19 Cooper Run Job Reference (optional) I39231012 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Nov 11 06:58:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:qbVu2vs25p_syeP6EJz2r4ysZAN-5aY5TkLQQlFv24ASV1fjaQa90PJab7U6OjHcNYyKKZs Scale = 1:7.6 1 2 3 2x4 2x4 2x4 2-3-9 2-3-9 2-3-13 0-0-5 1-1-15 1-1-15 2-3-13 1-1-15 0-0-40-11-100-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.06 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: 4 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=70/2-3-4, 3=70/2-3-4 Max Horz 1=-17(LC 4) Max Uplift 1=-3(LC 6), 3=-3(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). November 11,2019 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