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HomeMy WebLinkAboutI39227780.3_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: I39227780 thru I39227826 My license renewal date for the state of Indiana is July 31, 2020. 3_Cooper_Run 3 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 3_Cooper_Run Truss GE01 Truss Type Common Structural Gable Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227780 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-HFP7AuJURoHLwI1KHxOV7Sb?clWst49SP0EWNEyLAM_ Scale = 1:59.3 1 2 3 4 5 6 7 16 15 13 12 11 10 9 814 4x6 3x8 3x4 3x4 3x4 3x8 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-3-0 8-3-0 10-1-0 1-10-0 20-2-0 10-1-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-1-0 4-11-4 15-0-4 4-11-4 20-2-0 5-1-12 21-2-0 1-0-0 1-3-09-7-131-3-010.00 12 Plate Offsets (X,Y)-- [15:0-3-0,0-3-0], [17:0-1-9,0-1-0], [20:0-1-9,0-1-0], [27:0-1-9,0-1-0], [29:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.61 0.49 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.01 (loc) 14-16 14-16 8 l/defl >999 >411 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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* 2-16,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-13 REACTIONS.All bearings 11-11-0 except (jt=length) 16=0-3-8, 14=0-3-8. (lb) - Max Horz 16=231(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 8 except 13=-207(LC 6) Max Grav All reactions 250 lb or less at joint(s) 12, 11, 10, 9 except 13=531(LC 1), 16=446(LC 10), 8=400(LC 11), 14=372(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/119, 2-16=-311/139, 6-8=-262/167 WEBS 4-13=-265/0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 8 except (jt=lb) 13=207. 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) 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 3_Cooper_Run Truss GE02 Truss Type Common Structural Gable Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227781 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-lRzVNEK6C6PBYSbWrewkgf74b9pqcQUcegz3vgyLALz Scale = 1:59.3 1 2 3 4 5 6 15 14 13 12 11 10 8 7 9 3x6 4x6 4x8 3x8 3x4 3x4 5x8 5x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-3-0 8-3-0 10-1-0 1-10-0 20-2-0 10-1-0 5-1-12 5-1-12 10-1-0 4-11-4 15-0-4 4-11-4 20-2-0 5-1-12 21-2-0 1-0-0 1-3-09-7-131-3-010.00 12 Plate Offsets (X,Y)-- [12:0-0-0,0-1-12], [12:0-3-8,0-1-4], [13:0-1-4,0-0-0], [16:0-1-9,0-1-0], [18:0-1-9,0-1-0], [24:0-1-9,0-1-0], [27:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.98 0.70 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.02 (loc) 7-8 7-8 7 l/defl >668 >259 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-15,5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.All bearings 8-6-8 except (jt=length) 7=0-3-8, 9=0-3-8. (lb) - Max Horz 15=-242(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 15, 7 except 10=-273(LC 1), 9=-240(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 13, 14 except 15=703(LC 1), 7=830(LC 1), 9=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-631/129, 3-4=-630/129, 4-5=-370/96, 5-7=-383/124 BOT CHORD 14-15=-65/530, 13-14=-65/530, 11-13=-65/530, 10-11=-65/530, 9-10=-65/530, 8-9=-65/530, 7-8=0/534 WEBS 3-8=-61/481, 2-15=-607/0, 4-7=-479/28 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 7 except (jt=lb) 10=273, 9=240. 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) 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 3_Cooper_Run Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227782 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-DeXtbaLkzQX29cAiPMRzCsgTfZI3L1wlsKjdR7yLALy Scale = 1:33.8 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-4-0 9-4-0 -1-0-0 1-0-0 4-8-0 4-8-0 9-4-0 4-8-0 10-4-0 1-0-0 1-3-05-1-111-3-010.00 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 0.13 0.06 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 38 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 10-0-0 oc bracing. REACTIONS.All bearings 9-4-0. (lb) - Max Horz 12=126(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 12, 8, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8, 10, 11, 9 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11, 9. 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 3_Cooper_Run Truss GE04 Truss Type GABLE Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227783 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-hq5FowLMkjfvnmlvz3yCl4DQ_zTL4QGv5zSAzZyLALx Scale = 1:61.1 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 4x6 3x8 3x8 3x4 3x4 3x4 5x8 5x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-8 10-5-8 10-11-0 0-5-8 20-11-0 10-0-0 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 21-11-0 1-0-0 1-3-09-11-91-3-010.00 12 Plate Offsets (X,Y)-- [16:0-1-9,0-1-0], [19:0-1-9,0-1-0], [27:0-1-9,0-1-0], [29:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.99 0.76 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.57 0.01 (loc) 13-15 13-15 8 l/defl >537 >215 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 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* 2-15,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-13 REACTIONS.All bearings 10-3-8 except (jt=length) 15=0-3-8. (lb) - Max Horz 15=-238(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 15, 8 except 12=-199(LC 2) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9 except 13=845(LC 1), 13=845(LC 1), 15=479(LC 10), 8=419(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/95, 2-15=-356/124, 6-8=-274/172 WEBS 4-13=-264/0, 3-13=-256/179 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 15, 8 except (jt=lb) 12=199. 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) 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 3_Cooper_Run Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227784 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-90fe0GM_V1nmPwK5WnTRHHlosMzTpxx2KdCjV?yLALw Scale = 1:36.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-0 10-11-0 -1-0-0 1-0-0 5-5-8 5-5-8 10-11-0 5-5-8 11-11-0 1-0-0 1-3-05-9-91-3-010.00 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 0.15 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 47 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 10-11-0. (lb) - Max Horz 16=-141(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 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 3_Cooper_Run Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227785 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-90fe0GM_V1nmPwK5WnTRHHljdMvSpxf2KdCjV?yLALw Scale = 1:30.1 1 2 3 4 5 6 7 11 10 9 8 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 16-9-0 16-9-0 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-3-153-1-70-3-154.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [6:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.32 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.08 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 2=36(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 9=-227(LC 1) Max Grav All reactions 250 lb or less at joint(s) 9 except 2=268(LC 10), 11=577(LC 1), 8=577(LC 1), 6=268(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-398/159, 5-8=-398/159 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; 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=227. 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 3_Cooper_Run Truss GE07 Truss Type Valley Qty 2 Ply 1 3 cooper run Job Reference (optional) I39227786 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-eDD0DcNdFLvd03vH4U_gqVItkmDUYN8BYHxH2SyLALv Scale: 3/8"=1' 1 2 3 6 5 4 3x6 3x6 3x4 3x6 3x6 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 4-6-85-9-14-6-810.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-0-0], [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.52 0.47 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 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)6=50/2-11-0, 4=50/2-11-0, 5=118/2-11-0 Max Horz 6=-175(LC 4) Max Uplift 6=-158(LC 4), 4=-158(LC 5) Max Grav 6=164(LC 5), 4=164(LC 4), 5=118(LC 1) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=158, 4=158. 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 3_Cooper_Run Truss J01 Truss Type Jack-Open Qty 5 Ply 1 3 cooper run Job Reference (optional) I39227787 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-6PmORxOF0e1UeDUTeBVvMir9SAgtHsPLnxhqauyLALu Scale = 1:11.7 1 2 3 4 3x6 3x12 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 1-1-01-9-01-3-131-9-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.08 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-5-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=8/Mechanical, 2=130/0-3-8, 4=1/Mechanical Max Horz 2=44(LC 6) Max Uplift 3=-12(LC 6), 2=-23(LC 6), 4=-4(LC 6) Max Grav 3=8(LC 1), 2=130(LC 1), 4=13(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; 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 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) 3, 2, 4. 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 3_Cooper_Run Truss J02 Truss Type Jack-Open Girder Qty 4 Ply 1 3 cooper run Job Reference (optional) I39227788 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-6PmORxOF0e1UeDUTeBVvMir71AeRHsPLnxhqauyLALu Scale = 1:14.9 1 2 3 6 7 4 8 9 5 2x4 3x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-02-3-32-5-02-3-310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.23 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.04 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=226/0-3-8, 4=103/Mechanical, 5=39/Mechanical Max Horz 6=86(LC 5) Max Uplift 6=-52(LC 5), 4=-43(LC 6), 5=-1(LC 5) Max Grav 6=226(LC 1), 4=103(LC 1), 5=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 3 lb up at 1-4-13, and 37 lb down and 26 lb up at 2-0-12 on top chord, and 15 lb up at 1-4-13, and 2 lb down and 16 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=4(F) 9=1(F) 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 3_Cooper_Run Truss J03 Truss Type Jack-Open Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227789 8.240 s Jul 27 2019 MiTek Industries, Inc. Mon Nov 11 08:30:07 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-x82Z_wdTsBYuawU4S4bIG2YW4QUzaZ6iWIlajwyKJEE Scale = 1:18.9 1 2 3 4 5 3x4 7x16 MT18HS 0-1-11 0-1-11 4-0-0 3-10-5 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 0-7-02-11-33-1-02-11-310.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-1], [2:0-4-1,0-1-1], [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-MP 0.60 0.68 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.10 -0.43 (loc) 5-8 5-8 5 l/defl >996 >454 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 12 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=28/Mechanical, 2=225/0-3-8, 5=122/Mechanical Max Horz 4=110(LC 6) Max Uplift 4=-11(LC 4), 2=-96(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 4 and 96 lb uplift at joint 2. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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 3_Cooper_Run Truss J04 Truss Type Jack-Open Qty 3 Ply 1 3 cooper run Job Reference (optional) I39227790 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-2ou8rdPVYGHCtXeslcYNS7wSD_K9lmueFFAxenyLALs Scale = 1:21.8 1 2 3 6 4 5 3x6 3x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-3-03-7-33-9-03-7-310.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [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-MR 0.31 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.06 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=229/0-3-8, 4=102/Mechanical, 5=42/Mechanical Max Horz 6=127(LC 6) Max Uplift 6=-4(LC 6), 4=-51(LC 6) Max Grav 6=229(LC 1), 4=102(LC 1), 5=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 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 3_Cooper_Run Truss J05 Truss Type Jack-Open Qty 27 Ply 1 3 cooper run Job Reference (optional) I39227791 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:19 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-2ou8rdPVYGHCtXeslcYNS7wTs_K?lmDeFFAxenyLALs Scale = 1:26.0 1 2 5 4 3 2x4 3x4 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 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-MP 0.21 0.16 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=230/0-3-8, 3=105/Mechanical, 4=39/Mechanical Max Horz 5=154(LC 6) Max Uplift 3=-68(LC 6), 4=-14(LC 6) Max Grav 5=230(LC 1), 3=105(LC 1), 4=78(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; 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 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) 3, 4. 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 3_Cooper_Run Truss J06 Truss Type Jack-Open Qty 5 Ply 1 3 cooper run Job Reference (optional) I39227792 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-W_SX3zQ7JZQ3VhD2JK3c_LTfyNfTUD8nTvvUBDyLALr Scale = 1:23.3 1 2 3 4 3x8 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-7-03-11-03-5-33-11-010.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-0-10], [2:0-1-1,0-3-4], [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.19 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.01 (loc) 4-7 4-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=100/Mechanical, 2=225/0-3-8, 4=50/Mechanical Max Horz 3=137(LC 6) Max Uplift 2=-125(LC 6) Max Grav 3=100(LC 1), 2=225(LC 1), 4=74(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; 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 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) except (jt=lb) 2=125. 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 3_Cooper_Run Truss J07 Truss Type Jack-Open Qty 3 Ply 1 3 cooper run Job Reference (optional) I39227793 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-W_SX3zQ7JZQ3VhD2JK3c_LTfgNhkUD8nTvvUBDyLALr Scale = 1:15.1 1 2 5 3 42x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 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-MR 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=84(LC 6) Max Uplift 5=-10(LC 6), 3=-32(LC 6), 4=-5(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(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; 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 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, 4. 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 3_Cooper_Run Truss J08 Truss Type Jack-Open Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227794 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-_A0vGJRl4tYw7rnFt1arXY?r4n1BDgOxiZf2jfyLALq Scale = 1:15.1 1 4 2 3 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 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-MR 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=75/Mechanical, 2=54/Mechanical, 3=21/Mechanical Max Horz 4=52(LC 6) Max Uplift 2=-38(LC 6), 3=-1(LC 6) Max Grav 4=75(LC 1), 2=54(LC 1), 3=37(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; 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 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) 2, 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 3_Cooper_Run Truss J09 Truss Type Jack-Open Qty 2 Ply 1 3 cooper run Job Reference (optional) I39227795 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-_A0vGJRl4tYw7rnFt1arXY?pNn1HDg?xiZf2jfyLALq Scale = 1:14.8 1 2 5 4 3 2x4 3x4 3x4 2-1-6 2-1-6 -1-7-3 1-7-3 2-1-6 2-1-6 1-3-02-4-31-11-82-4-36.25 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-MP 0.21 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 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 2-1-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/0-4-11, 3=14/Mechanical, 4=20/Mechanical Max Horz 5=85(LC 6) Max Uplift 5=-45(LC 6), 3=-8(LC 7), 4=-26(LC 6) Max Grav 5=226(LC 1), 3=14(LC 1), 4=40(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; 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 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, 4. 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 3_Cooper_Run Truss J10 Truss Type Jack-Open Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227796 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-SNaHUfSNrBgnk_MRRl543mYz7BM9y7e4xDObF5yLALp Scale = 1:14.8 1 2 5 3 4 2x4 3x4 2-1-6 2-0-14 -1-7-3 1-7-3 2-1-6 2-1-6 1-3-02-4-31-11-82-4-36.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] 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-MR 0.21 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 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 2-1-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-11, 3=20/Mechanical, 4=13/Mechanical Max Horz 5=85(LC 6) Max Uplift 5=-44(LC 6), 3=-19(LC 7), 4=-5(LC 6) Max Grav 5=225(LC 1), 3=20(LC 1), 4=36(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; 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 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, 4. 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 3_Cooper_Run Truss M01 Truss Type Monopitch Qty 4 Ply 1 3 cooper run Job Reference (optional) I39227797 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-SNaHUfSNrBgnk_MRRl543mYzGBMJy7e4xDObF5yLALp Scale = 1:12.2 1 2 3 4 5 2x4 2x4 3x6 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-8-81-10-83.50 12 Plate Offsets (X,Y)-- [2:0-4-6,0-0-3] 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-MP 0.20 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 5-8 5-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=148/Mechanical, 2=224/0-3-0 Max Horz 2=47(LC 5) Max Uplift 5=-14(LC 6), 2=-44(LC 4) 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; 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 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, 2. 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 3_Cooper_Run Truss M02 Truss Type Monopitch Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227798 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-wZ8fh?S0cUoeM8xd_ScJcz55UbfyhauD9t88nYyLALo Scale: 3/4"=1' 1 2 3 4 5 2x4 2x4 3x8 3x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-8-82-5-83.50 12 Plate Offsets (X,Y)-- [2:0-4-14,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-AS 0.42 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.03 (loc) 5-8 5-8 2 l/defl >999 >516 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)5=231/Mechanical, 2=301/0-3-0 Max Horz 2=67(LC 5) Max Uplift 5=-24(LC 6), 2=-48(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-327/36 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; 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 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, 2. 5) 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. 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 3_Cooper_Run Truss T01 Truss Type Common Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227799 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-wZ8fh?S0cUoeM8xd_ScJcz51kbbVhXTD9t88nYyLALo Scale = 1:59.3 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x4 3x6 5x8 3x4 8-4-12 8-4-12 20-2-0 11-9-4 -1-0-0 1-0-0 5-1-12 5-1-12 10-1-0 4-11-4 15-0-4 4-11-4 20-2-0 5-1-12 21-2-0 1-0-0 1-3-09-7-131-3-010.00 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-AS 0.66 0.57 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.75 0.01 (loc) 8-9 8-9 8 l/defl >464 >186 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-9, 5-9 REACTIONS.(lb/size)9=780/0-3-8, 11=406/0-3-8, 8=541/0-3-8 Max Horz 11=231(LC 5) Max Uplift 9=-50(LC 6), 11=-31(LC 6), 8=-53(LC 7) Max Grav 9=780(LC 1), 11=412(LC 10), 8=541(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-435/63, 2-11=-286/152, 6-8=-384/104 BOT CHORD 8-9=0/254 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) 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, 11, 8. 5) 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. 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 3_Cooper_Run Truss T02 Truss Type Common Qty 5 Ply 1 3 cooper run Job Reference (optional) I39227800 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-Pli1vLTeNowU_IWqYA7Y9BdD9_rnQy?NOXtiK_yLALn Scale = 1:85.0 1 2 3 4 5 6 7 8 9 10 11 1213 18 17 16 15 14 3x6 5x6 3x6 12x12 5x6 3x6 3x8 3x6 3x6 2x4 3x6 3x6 2x4 12x12 5x6 3x6 9-7-0 9-7-0 18-11-8 9-4-8 28-4-0 9-4-8 37-11-0 9-7-0 -1-0-0 1-0-0 6-5-8 6-5-8 12-8-8 6-3-0 18-11-8 6-3-0 25-2-8 6-3-0 31-5-8 6-3-0 37-11-0 6-5-8 38-11-0 1-0-0 1-1-013-8-111-1-08.00 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-AS 0.62 0.95 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.17 (loc) 14-16 14-16 12 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,8-16,6-16: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-16, 8-16, 6-16 REACTIONS.(lb/size)2=1577/0-3-8, 12=1577/0-3-8 Max Horz 2=296(LC 5) Max Uplift 2=-95(LC 6), 12=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2043/208, 4-6=-1869/235, 6-7=-1429/266, 7-8=-1429/266, 8-10=-1869/235, 10-12=-2043/208 BOT CHORD 2-18=-131/1593, 16-18=-31/1403, 14-16=0/1403, 12-14=-44/1593 WEBS 7-16=-173/1121, 8-16=-574/199, 8-14=-32/392, 6-16=-574/199, 6-18=-32/392 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) 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) 2, 12. 5) 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. 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 3_Cooper_Run Truss T03 Truss Type Hip Qty 9 Ply 1 3 cooper run Job Reference (optional) I39227801 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-tyFQ6gUG862LbS506tenhOAOeOBz9PAWdBdFsQyLALm Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x6 8x10 5x8 3x6 12x12 5x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 12x12 5x6 3x6 8-11-12 8-11-12 17-9-0 8-9-4 20-2-0 2-5-0 28-11-4 8-9-4 37-11-0 8-11-12 -1-0-0 1-0-0 8-11-12 8-11-12 17-9-0 8-9-4 20-2-0 2-5-0 28-11-4 8-9-4 37-11-0 8-11-12 1-1-012-11-01-1-012-11-08.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-1-8], [7:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.64 0.95 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.58 0.18 (loc) 15-17 15-17 11 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-12: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-15 max.): 6-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS.(lb/size)2=1577/0-3-8, 11=1516/Mechanical Max Horz 2=286(LC 5) Max Uplift 2=-92(LC 6), 11=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2047/191, 4-6=-1541/251, 6-7=-1161/262, 7-9=-1543/251, 9-11=-2049/191 BOT CHORD 2-17=-99/1594, 15-17=-99/1594, 14-15=0/1159, 12-14=-51/1597, 11-12=-51/1597 WEBS 4-17=0/337, 4-15=-577/200, 6-15=-50/460, 7-14=-55/479, 9-14=-579/201, 9-12=0/335 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 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 3_Cooper_Run Truss T04 Truss Type Common Qty 4 Ply 1 3 cooper run Job Reference (optional) I39227802 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:26 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-L8poK0VuvPACDcgCgaA0EcjUnoa9umvgsrMpOtyLALl Scale = 1:61.1 1 2 3 4 5 6 7 11 10 9 8 4x6 3x8 3x8 3x4 3x4 3x6 5x8 5x8 3x6 10-5-8 10-5-8 20-11-0 10-5-8 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 21-11-0 1-0-0 1-3-09-11-91-3-010.00 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-AS 0.93 0.70 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.02 (loc) 9-11 9-11 8 l/defl >999 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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* 2-11,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)11=894/0-3-8, 8=894/0-3-8 Max Horz 11=238(LC 5) Max Uplift 11=-62(LC 6), 8=-62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/106, 3-4=-715/152, 4-5=-715/152, 5-6=-362/106, 2-11=-389/132, 6-8=-389/132 BOT CHORD 9-11=-64/597, 8-9=0/597 WEBS 4-9=-85/523, 3-11=-569/41, 5-8=-569/41 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) 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) 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. 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 3_Cooper_Run Truss T05 Truss Type Common Qty 3 Ply 1 3 cooper run Job Reference (optional) I39227803 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-pKNAXMVWgjI3rmFODIhFmpFfXCwNdCwp4V6MxJyLALk Scale = 1:61.1 1 2 3 4 5 6 10 9 8 7 4x6 3x6 3x8 3x8 3x4 3x4 3x6 5x8 5x8 10-5-8 10-5-8 20-11-0 10-5-8 -1-0-0 1-0-0 5-4-0 5-4-0 10-5-8 5-1-8 15-7-0 5-1-8 20-11-0 5-4-0 1-3-09-11-91-3-010.00 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-AS 0.93 0.70 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.03 (loc) 7-8 8-10 7 l/defl >999 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)10=896/0-3-8, 7=823/0-3-8 Max Horz 10=250(LC 5) Max Uplift 10=-61(LC 6), 7=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/106, 3-4=-718/152, 4-5=-719/152, 5-6=-357/80, 2-10=-389/132, 6-7=-310/76 BOT CHORD 8-10=-75/599, 7-8=0/605 WEBS 4-8=-86/525, 3-10=-572/41, 5-7=-580/58 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; 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) 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. 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 3_Cooper_Run Truss T06 Truss Type Hip Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227804 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-pKNAXMVWgjI3rmFODIhFmpFhkCwcdAHp4V6MxJyLALk Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 6x6 3x6 12x12 5x6 3x6 4x6 3x4 3x4 3x4 4x6 6x6 12x12 5x6 3x6 7-9-0 7-9-0 18-11-8 11-2-8 30-2-0 11-2-8 37-11-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 15-2-11 7-5-11 22-8-5 7-5-11 30-2-0 7-5-11 37-11-0 7-9-0 38-11-0 1-0-0 1-1-06-1-16-3-01-1-06-1-18.00 12 Plate Offsets (X,Y)-- [4:0-3-1,Edge], [8:0-3-1,Edge], [12:0-2-8,0-2-0], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.79 0.69 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.85 0.20 (loc) 12-14 12-14 10 l/defl >999 >534 n/a L/d 240 180 n/a PLATES MT20 Weight: 143 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS.(lb/size)2=1577/0-3-8, 10=1577/0-3-8 Max Horz 2=-121(LC 4) Max Uplift 2=-87(LC 5), 10=-87(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2072/212, 4-5=-1640/223, 5-7=-2500/272, 7-8=-1640/223, 8-10=-2072/212 BOT CHORD 2-16=-190/1625, 14-16=-304/2418, 12-14=-269/2418, 10-12=-69/1625 WEBS 4-16=-24/777, 5-16=-1062/261, 5-14=0/290, 7-14=0/290, 7-12=-1062/261, 8-12=-24/777 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 6) 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. 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 3_Cooper_Run Truss T07 Truss Type Hip Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227805 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-HWxYkiW8R1QwSvqbn?CUJ1oq?cCwMkXzJ9rvTlyLALj Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 6x8 3x12 12x12 5x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 12x12 5x6 6x8 3x6 10-3-0 10-3-0 18-11-8 8-8-8 27-8-0 8-8-8 37-11-0 10-3-0 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 18-11-8 8-8-8 27-8-0 8-8-8 32-8-4 5-0-4 37-11-0 5-2-12 38-11-0 1-0-0 1-1-07-9-17-11-01-1-07-9-18.00 12 Plate Offsets (X,Y)-- [5:0-5-1,Edge], [8:0-5-1,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-AS 0.95 0.94 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.17 (loc) 13-15 13-15 11 l/defl >999 >973 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 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* 6-17,6-13: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-2 max.): 5-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-17, 6-13 REACTIONS.(lb/size)2=1577/0-3-8, 11=1577/0-3-8 Max Horz 2=-159(LC 4) Max Uplift 2=-60(LC 6), 11=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2022/225, 4-5=-1883/231, 5-6=-1544/231, 6-8=-1545/231, 8-9=-1883/231, 9-11=-2021/225 BOT CHORD 2-17=-175/1568, 15-17=-165/2002, 13-15=-165/2002, 11-13=-79/1567 WEBS 5-17=0/615, 6-17=-690/187, 6-15=0/348, 6-13=-687/187, 8-13=0/610 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 6) 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. 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 3_Cooper_Run Truss T08 Truss Type Hip Qty 2 Ply 1 3 cooper run Job Reference (optional) I39227806 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-ljVwy2XmCKYn43PnLjjjsEK???cn5El6YpbT?ByLALi Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 5x10 MT18HS 5x10 MT18HS 12x12 5x6 12x12 5x6 3x6 3x6 2x4 3x8 2x4 3x8 3x8 3x6 2x4 3x6 6-5-12 6-5-12 12-9-0 6-3-4 18-11-8 6-2-8 25-2-0 6-2-8 31-5-4 6-3-4 37-11-0 6-5-12 -1-0-0 1-0-0 6-5-12 6-5-12 12-9-0 6-3-4 18-11-8 6-2-8 25-2-0 6-2-8 31-5-4 6-3-4 37-11-0 6-5-12 1-1-09-5-19-7-01-1-09-5-18.00 12 Plate Offsets (X,Y)-- [6:0-6-8,0-1-14], [8:0-6-8,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.93 0.64 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.34 0.15 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 176 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-17,7-13: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-7-11 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-17, 7-17, 7-13, 9-13 REACTIONS.(lb/size)11=1516/0-3-8, 2=1577/0-3-8 Max Horz 2=206(LC 5) Max Uplift 11=-42(LC 7), 2=-73(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2036/199, 4-6=-1771/246, 6-7=-1431/245, 7-8=-1432/245, 8-9=-1772/246, 9-11=-2041/199 BOT CHORD 2-18=-127/1593, 17-18=-127/1593, 15-17=-70/1598, 13-15=-70/1598, 12-13=-83/1600, 11-12=-83/1600 WEBS 6-17=-17/560, 7-17=-419/157, 7-13=-417/157, 8-13=-17/560 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) 11, 2. 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 3_Cooper_Run Truss T09 Truss Type Hip Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227807 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-Dv3J9OYPyegeiD_zvQEyOStF2PzvqfFFmTK0XeyLALh Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x8 12x18 MT18HS 5x10 MT18HS 3x8 12x12 5x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 12x12 5x6 3x6 7-8-12 7-8-12 15-3-0 7-6-4 22-8-0 7-5-0 30-2-4 7-6-4 37-11-0 7-8-12 -1-0-0 1-0-0 7-8-12 7-8-12 15-3-0 7-6-4 22-8-0 7-5-0 30-2-4 7-6-4 37-11-0 7-8-12 38-11-0 1-0-0 1-1-011-1-111-3-01-1-011-1-18.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-5-4], [7:0-6-8,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.60 0.58 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.38 0.15 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-17: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-15,7-15: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-12 max.): 6-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS.(lb/size)2=1577/0-3-8, 11=1577/0-3-8 Max Horz 2=237(LC 5) Max Uplift 2=-84(LC 6), 11=-84(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2046/195, 4-6=-1670/249, 6-7=-1303/254, 7-9=-1671/248, 9-11=-2046/195 BOT CHORD 2-18=-73/1597, 16-18=-73/1597, 15-16=-9/1303, 13-15=-37/1597, 11-13=-37/1597 WEBS 4-18=0/262, 4-16=-400/171, 6-16=-13/476, 7-15=0/476, 9-15=-400/171, 9-13=0/261 NOTES-(10-11) 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) The Fabrication Tolerance at joint 6 = 4%, joint 7 = 8% 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) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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 3_Cooper_Run Truss T10 Truss Type Hip Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227808 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-h5dhNkY1jyoVJNYAS8lBxfQNkpIWZ_FP?74a44yLALg Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 6x6 3x6 12x12 5x6 12x12 5x6 3x6 4x6 3x4 3x4 3x4 4x6 6x6 3x6 7-9-0 7-9-0 18-11-8 11-2-8 30-2-0 11-2-8 37-11-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 15-2-11 7-5-11 22-8-5 7-5-11 30-2-0 7-5-11 37-11-0 7-9-0 1-1-06-1-16-3-01-1-06-1-18.00 12 Plate Offsets (X,Y)-- [4:0-3-1,Edge], [8:0-3-1,Edge], [11:0-2-8,0-2-0], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.79 0.69 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.85 0.20 (loc) 13-15 13-15 10 l/defl >999 >534 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6,6-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-0-14 max.): 4-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 5-15, 7-11 REACTIONS.(lb/size)10=1516/Mechanical, 2=1577/0-3-8 Max Horz 2=128(LC 5) Max Uplift 10=-83(LC 4), 2=-87(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2074/212, 4-5=-1641/224, 5-7=-2502/273, 7-8=-1645/224, 8-10=-2077/212 BOT CHORD 2-15=-197/1626, 13-15=-312/2420, 11-13=-277/2421, 10-11=-79/1630 WEBS 4-15=-24/777, 5-15=-1063/261, 5-13=0/290, 7-13=0/289, 7-11=-1061/262, 8-11=-24/777 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. 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 3_Cooper_Run Truss T11 Truss Type Hip Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227809 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-AIA3a4ZfUFwMxX7M0rHQTtyW_DZrIYVYEnp7cWyLALf Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 6x8 3x12 12x12 5x6 12x12 5x6 3x6 3x8 2x4 2x4 3x8 3x8 2x4 6x8 3x6 10-3-0 10-3-0 18-11-8 8-8-8 27-8-0 8-8-8 37-11-0 10-3-0 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 18-11-8 8-8-8 27-8-0 8-8-8 32-8-4 5-0-4 37-11-0 5-2-12 1-1-07-9-17-11-01-1-07-9-18.00 12 Plate Offsets (X,Y)-- [5:0-5-1,Edge], [8:0-5-1,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-AS 0.95 0.94 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.17 (loc) 14-16 14-16 11 l/defl >999 >977 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 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* 6-16,6-12: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-2 max.): 5-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-16, 6-12 REACTIONS.(lb/size)11=1516/Mechanical, 2=1577/0-3-8 Max Horz 2=167(LC 5) Max Uplift 11=-29(LC 7), 2=-60(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2023/225, 4-5=-1884/231, 5-6=-1545/232, 6-8=-1548/231, 8-9=-1888/231, 9-11=-2026/226 BOT CHORD 2-16=-183/1569, 14-16=-173/2004, 12-14=-173/2004, 11-12=-110/1574 WEBS 5-16=0/615, 6-16=-691/187, 6-14=0/348, 6-12=-686/187, 8-12=0/612 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2. 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 3_Cooper_Run Truss T12 Truss Type Hip Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227810 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-AIA3a4ZfUFwMxX7M0rHQTtybYDeNIZiYEnp7cWyLALf Scale = 1:80.2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x8 12x18 MT18HS 5x10 MT18HS 3x8 12x12 5x6 3x6 3x6 2x4 3x4 3x8 3x6 2x4 12x12 5x6 3x6 7-8-12 7-8-12 15-3-0 7-6-4 22-8-0 7-5-0 30-2-4 7-6-4 37-11-0 7-8-12 -1-0-0 1-0-0 7-8-12 7-8-12 15-3-0 7-6-4 22-8-0 7-5-0 30-2-4 7-6-4 37-11-0 7-8-12 1-1-011-1-111-3-01-1-011-1-18.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-5-4], [7:0-6-8,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.60 0.58 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.38 0.15 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 173 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,8-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15,6-14,7-14: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-5-11 max.): 6-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS.(lb/size)2=1577/0-3-8, 11=1516/Mechanical Max Horz 2=245(LC 5) Max Uplift 2=-83(LC 6), 11=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2047/195, 4-6=-1672/249, 6-7=-1305/254, 7-9=-1673/249, 9-11=-2051/196 BOT CHORD 2-17=-85/1598, 15-17=-85/1598, 14-15=-17/1304, 12-14=-67/1602, 11-12=-67/1602 WEBS 4-17=0/262, 4-15=-400/171, 6-15=-13/476, 7-14=0/477, 9-14=-405/172, 9-12=0/262 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; 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) The Fabrication Tolerance at joint 6 = 4%, joint 7 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 9) 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. 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 3_Cooper_Run Truss T13 Truss Type Common Qty 4 Ply 1 3 cooper run Job Reference (optional) I39227811 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-eUkRoQaHFZ2DZhiYaZof04Vq7d0Z14liTRZg8zyLALe Scale = 1:30.1 1 2 3 4 5 6 3x12 5x8 4x8 3x12 8-4-8 8-4-8 16-9-0 8-4-8 -1-0-0 1-0-0 8-4-8 8-4-8 16-9-0 8-4-8 17-9-0 1-0-0 0-3-153-1-70-3-154.00 12 Plate Offsets (X,Y)-- [2:0-7-2,0-1-8], [4:0-7-2,0-1-8], [6:0-4-0,0-3-0] 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-AS 0.35 0.46 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.20 0.03 (loc) 6-9 6-9 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size)2=730/0-3-8, 4=730/0-3-8 Max Horz 2=36(LC 4) Max Uplift 2=-72(LC 6), 4=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/143, 3-4=-1083/143 BOT CHORD 2-6=-51/960, 4-6=-51/960 WEBS 3-6=0/327 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) 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) 2, 4. 5) 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. 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 3_Cooper_Run Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 3 cooper run Job Reference (optional) I39227812 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-6gIp?lbv0tA4AqHl8GJuZI2?Y0KgmLfrh5IEgPyLALd Scale = 1:83.0 1 2 3 4 5 6 7 8 14 13 12 11 10 91516171819202122232425262728 3x6 4x6 3x6 10x10 6x8 5x8 4x6 10x10 3x12 8x8 10x10 7-7-0 7-7-0 12-5-4 4-10-4 22-2-0 9-8-12 29-9-0 7-7-0 7-7-0 7-7-0 14-10-8 7-3-8 22-2-0 7-3-8 29-9-0 7-7-0 30-9-0 1-0-0 1-3-013-7-121-3-010.00 12 Plate Offsets (X,Y)-- [6:0-1-4,0-1-12], [9:0-2-12,0-0-0], [9:0-4-8,0-9-4], [10:0-3-8,0-6-8], [13:0-3-8,0-4-12], [14:0-4-8,0-9-4], [14:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.59 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.02 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 692 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E *Except* 9-11: 2x10 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-14,7-9: 2x6 SP 2400F 2.0E, 1-13,7-10: 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)14=3976/0-5-6, 12=15199/0-5-6 (req. 0-7-15), 9=4883/0-5-6 Max Horz 14=-329(LC 3) Max Uplift 14=-145(LC 5), 12=-923(LC 5), 9=-766(LC 6) Max Grav 14=3987(LC 9), 12=15199(LC 1), 9=4883(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1362/83, 2-4=-93/1221, 4-6=-99/857, 6-7=-5298/586, 1-14=-825/60, 7-9=-3772/429 BOT CHORD 13-14=-349/2390, 12-13=-197/945, 10-12=-341/3957, 9-10=-569/2499 WEBS 4-12=-1603/71, 6-12=-5528/746, 6-10=-636/6531, 2-12=-3139/373, 2-13=-177/3609, 1-13=-1470/221, 7-10=0/1471 NOTES-(10-11) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-5-0 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 7) Bearings are assumed to be: Joint 14 SP 2400F 2.0E crushing capacity of 805 psi, Joint 12 SPF No.2 crushing capacity of 425 psi, Joint 9 SP 2400F 2.0E crushing capacity of 805 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=145, 12=923, 9=766. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1499 lb down and 71 lb up at 0-10-4, 1496 lb down and 72 lb up at 2-10-4, 1496 lb down and 72 lb up at 4-10-4, 1496 lb down and 72 lb up at 6-10-4, 1496 lb down and 72 lb up at 8-10-4, 1496 lb down and 72 lb up at 10-10-4, 1496 lb down and 72 lb up at 12-10-4, 1496 lb down and 72 lb up at 13-8-4, 1496 lb down and 72 lb up at 15-8-4, 1496 lb down and 64 lb up at 17-8-4, 1496 lb down and 54 lb up at 19-8-4, 1496 lb down and 56 lb up at 21-8-4, 1496 lb down and 95 lb up at 23-8-4, and 2137 lb down and 801 lb up at 25-7-8, and 55 lb down at 27-8-4 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 3_Cooper_Run Truss TG01 Truss Type COMMON GIRDER Qty 1 Ply 3 3 cooper run Job Reference (optional) I39227812 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:34 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-6gIp?lbv0tA4AqHl8GJuZI2?Y0KgmLfrh5IEgPyLALd 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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: 1-4=-60, 4-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 11=-1496(B) 15=-1499(B) 16=-1496(B) 17=-1496(B) 18=-1496(B) 19=-1496(B) 20=-1496(B) 21=-1496(B) 22=-1496(B) 23=-1496(B) 24=-1496(B) 25=-1496(B) 26=-1496(B) 27=-2137(B) 28=-55(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 3_Cooper_Run Truss TG02 Truss Type Common Girder Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227813 8.240 s Jul 27 2019 MiTek Industries, Inc. Mon Nov 11 08:34:26 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-rzCTLTmwsmB89jns7_k1GfnovqzWld5q45_nJPyKJAB Scale = 1:85.4 1 2 4 5 6 7 8 9 10 11 15 14 13 12 58 59 60 61 62 63 4x10 3x12 5x6 4x6 3x8 3x6 2x4 3x6 2x4 5x12 5x6 2x4 2x4 3x4 2x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-7-0 7-7-0 12-5-4 4-10-4 22-2-0 9-8-12 29-9-0 7-7-0 -1-0-0 1-0-0 7-7-0 7-7-0 14-10-8 7-3-8 22-2-0 7-3-8 29-9-0 7-7-0 30-9-0 1-0-0 1-3-013-7-121-3-010.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [6:0-6-13,0-2-0], [7:0-3-0,0-3-0], [10:0-8-3,0-0-3] 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-MR 0.52 0.37 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.02 (loc) 12-14 12-14 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-15: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 16-17: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0, Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-14, 4-14 REACTIONS.(lb/size)2=629/0-3-8, 14=1036/0-3-8, 10=815/0-3-8 Max Horz 2=291(LC 4) Max Uplift 2=-155(LC 5), 10=-122(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-363/239, 4-6=-263/300, 6-8=-322/259, 8-10=-791/164 BOT CHORD 2-15=-199/335, 14-15=-199/335, 12-14=-14/528, 10-12=-14/528 WEBS 6-14=-251/0, 8-14=-499/181, 8-12=0/364, 4-14=-444/235 NOTES-(10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 2 and 122 lb uplift at joint 10. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 35 lb down and 17 lb up at 0-10-1, and 34 lb down and 19 lb up at 8-10-1 on top chord, and 1 lb down and 7 lb up at 0-10-1, 1 lb down and 7 lb up at 2-10-1, 1 lb down and 7 lb up at 4-10-1, and 1 lb down and 7 lb up at 6-10-1, and 1 lb down and 7 lb up at 8-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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 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 3_Cooper_Run Truss TG02 Truss Type Common Girder Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227813 8.240 s Jul 27 2019 MiTek Industries, Inc. Mon Nov 11 08:34:26 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-rzCTLTmwsmB89jns7_k1GfnovqzWld5q45_nJPyKJAB LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-11=-60, 50-54=-20 Concentrated Loads (lb) Vert: 59=4(F) 60=4(F) 61=4(F) 62=4(F) 63=4(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 3_Cooper_Run Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227814 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-_SYKr7eQ45hVfSbWN6Nqj8Cbeehni8ORciGRpAyLALZ Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 6x6 3x8 10x16 4x6 4x6 5x10 MT18HS5x6 3x8 4x6 3x6 4x6 3x8 4x8 6x6 12x12 4x6 5x10 MT18HS 5-3-0 5-3-0 14-4-11 9-1-11 23-6-5 9-1-11 32-8-0 9-1-11 37-11-0 5-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 12-1-4 6-10-4 18-11-8 6-10-4 25-9-12 6-10-4 32-8-0 6-10-4 37-11-0 5-3-0 38-11-0 1-0-0 1-1-04-5-14-7-01-1-04-5-18.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-5-13], [4:0-3-1,Edge], [9:0-3-1,Edge], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.68 0.65 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.37 -0.72 0.15 (loc) 14-17 14-17 11 l/defl >999 >632 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-6-0, Right 2x6 SPF No.2 3-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except 2-0-0 oc purlins (3-0-14 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 8-0-8 oc bracing. WEBS 2 Rows at 1/3 pts 5-18, 8-13 REACTIONS.(lb/size)2=2273/0-3-8, 11=2228/0-3-8 Max Horz 2=-82(LC 11) Max Uplift 2=-381(LC 4), 11=-677(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3044/562, 4-5=-2549/494, 5-6=-4905/1337, 6-8=-4878/1621, 8-9=-2495/882, 9-11=-2994/1009 BOT CHORD 2-18=-487/2499, 17-18=-1207/4567, 14-17=-1673/5219, 13-14=-1557/4537, 11-13=-811/2449 WEBS 4-18=-246/1338, 5-18=-2383/877, 5-17=-294/757, 6-17=-428/468, 6-14=-461/79, 8-14=-115/781, 8-13=-2404/858, 9-13=-327/1236 NOTES-(10-11) 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; cantilever left and right exposed ; end vertical left and right exposed; 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) except (jt=lb) 2=381, 11=677. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 59 lb up at 2-0-12, 19 lb down and 22 lb up at 4-0-12, 67 lb down at 5-3-0, 74 lb down at 6-8-4, 74 lb down at 8-8-4, 74 lb down at 10-8-4, 74 lb down at 12-8-4, 57 lb down and 66 lb up at 14-8-4, 57 lb down and 66 lb up at 16-8-4, 57 lb down and 66 lb up at 18-8-4, 57 lb down and 66 lb up at 19-2-12, 57 lb down and 66 lb up at 21-2-12, 57 lb down and 66 lb up at 23-2-12, 57 lb down and 66 lb up at 25-2-12, 57 lb down and 66 lb up at 27-2-12, 57 lb down and 66 lb up at 29-2-12, 57 lb down and 66 lb up at 31-2-12, 64 lb down and 66 lb up at 32-8-0, and 82 lb down and 68 lb up at 33-10-4, and 83 lb down and 59 lb up at 35-10-4 on top chord, and 34 lb down and 13 lb up at 2-0-12, 102 lb down at 4-0-12, 34 lb down at 5-3-12, 34 lb down at 6-8-4, 34 lb down at 8-8-4, 34 lb down at 10-8-4, 34 lb down at 12-8-4, 38 lb down and 26 lb up at 14-8-4, 38 lb down and 26 lb up at 16-8-4, 38 lb down and 26 lb up at 18-8-4, 38 lb down and 26 lb up at 19-2-12, 38 lb down and 26 lb up at 21-2-12, 38 lb down and 26 lb up at 23-2-12, 38 lb down and 26 lb up at 25-2-12, 38 lb down and 26 lb up at 27-2-12, 38 lb down and 26 lb up at 29-2-12, 38 lb down and 26 lb up at 31-2-12, 38 lb down and 26 lb up at 32-7-4, and 34 lb down at 33-10-4, and 34 lb down and 13 lb up at 35-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 3_Cooper_Run Truss TG03 Truss Type Hip Girder Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227814 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-_SYKr7eQ45hVfSbWN6Nqj8Cbeehni8ORciGRpAyLALZ 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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: 1-4=-60, 4-9=-60, 9-12=-60, 19-23=-20 Concentrated Loads (lb) Vert: 4=-40(F) 7=-45(F) 18=-30(F) 17=-19(F) 6=-91(F) 14=-19(F) 13=-19(F) 9=-45(F) 10=-43(F) 27=-43(F) 29=-40(F) 30=-40(F) 31=-40(F) 32=-40(F) 33=-45(F) 34=-45(F) 35=-45(F) 36=-45(F) 37=-45(F) 38=-45(F) 39=-45(F) 40=-42(F) 41=-20(F) 42=-102(F) 43=-30(F) 44=-30(F) 45=-30(F) 46=-30(F) 47=-19(F) 48=-19(F) 49=-19(F) 50=-19(F) 51=-19(F) 52=-19(F) 53=-19(F) 54=-19(F) 55=-22(F) 56=-20(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 3_Cooper_Run Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 3 cooper run Job Reference (optional) I39227815 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-P1DTT9gIN034WvJ52ExXLmq7IrhLvbLtIgV5QVyLALW Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 6x6 3x6 5x12 4x6 5x12 4x6 4x8 4x6 3x6 4x8 2x4 3x6 4x6 6x6 4x8 9-7-8 9-7-8 18-11-8 9-4-0 28-3-8 9-4-0 37-11-0 9-7-8 -1-0-0 1-0-0 5-3-0 5-3-0 12-1-4 6-10-4 18-11-8 6-10-4 25-9-12 6-10-4 32-8-0 6-10-4 37-11-0 5-3-0 1-1-04-5-14-7-01-1-04-5-18.00 12 Plate Offsets (X,Y)-- [4:0-3-1,Edge], [9:0-3-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-MR 0.59 0.72 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.29 -0.49 0.10 (loc) 12-14 14-16 11 l/defl >999 >922 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-6-0, Right 2x6 SPF No.2 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except 2-0-0 oc purlins (5-1-4 max.): 4-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=2157/Mechanical, 2=2219/0-3-8 Max Horz 2=90(LC 12) Max Uplift 11=-789(LC 3), 2=-792(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3041/1255, 4-5=-3813/1569, 5-6=-5259/2221, 6-8=-5259/2221, 8-9=-3818/1569, 9-11=-3045/1255 BOT CHORD 2-16=-1058/2447, 14-16=-1915/4492, 12-14=-1885/4495, 11-12=-1000/2452 WEBS 4-16=-733/1875, 5-16=-1315/670, 5-14=-402/901, 6-14=-563/325, 8-14=-402/898, 8-12=-1314/670, 9-12=-733/1874 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=789, 2=792. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 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 3_Cooper_Run Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 3 cooper run Job Reference (optional) I39227815 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-P1DTT9gIN034WvJ52ExXLmq7IrhLvbLtIgV5QVyLALW NOTES-(11-12) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 59 lb up at 2-0-12, 82 lb down and 68 lb up at 4-0-12, 64 lb down and 66 lb up at 5-3-0, 57 lb down and 66 lb up at 6-8-4, 57 lb down and 66 lb up at 8-8-4, 57 lb down and 66 lb up at 10-8-4, 57 lb down and 66 lb up at 12-8-4, 57 lb down and 66 lb up at 14-8-4, 57 lb down and 66 lb up at 16-8-4, 57 lb down and 66 lb up at 18-8-4, 57 lb down and 66 lb up at 19-2-12, 57 lb down and 66 lb up at 21-2-12, 57 lb down and 66 lb up at 23-2-12, 57 lb down and 66 lb up at 25-2-12, 57 lb down and 66 lb up at 27-2-12, 57 lb down and 66 lb up at 29-2-12, 57 lb down and 66 lb up at 31-2-12, 64 lb down and 66 lb up at 32-8-0, and 82 lb down and 68 lb up at 33-10-4, and 83 lb down and 59 lb up at 35-10-4 on top chord, and 34 lb down and 13 lb up at 2-0-12, 34 lb down at 4-0-12, 38 lb down and 26 lb up at 5-3-12, 38 lb down and 26 lb up at 6-8-4, 38 lb down and 26 lb up at 8-8-4, 38 lb down and 26 lb up at 10-8-4, 38 lb down and 26 lb up at 12-8-4, 38 lb down and 26 lb up at 14-8-4, 38 lb down and 26 lb up at 16-8-4, 38 lb down and 26 lb up at 18-8-4, 38 lb down and 26 lb up at 19-2-12, 38 lb down and 26 lb up at 21-2-12, 38 lb down and 26 lb up at 23-2-12, 38 lb down and 26 lb up at 25-2-12, 38 lb down and 26 lb up at 27-2-12, 38 lb down and 26 lb up at 29-2-12, 38 lb down and 26 lb up at 31-2-12, 38 lb down and 26 lb up at 32-7-4, and 34 lb down at 33-10-4, and 34 lb down and 13 lb up at 35-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-4=-60, 4-9=-60, 9-11=-60, 17-21=-20 Concentrated Loads (lb) Vert: 4=-45(B) 7=-45(B) 14=-38(B) 6=-91(B) 9=-45(B) 25=-43(B) 26=-42(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) 33=-45(B) 34=-45(B) 35=-45(B) 36=-45(B) 37=-45(B) 38=-42(B) 39=-43(B) 40=-20(B) 41=-22(B) 42=-19(B) 43=-19(B) 44=-19(B) 45=-19(B) 46=-19(B) 47=-19(B) 48=-19(B) 49=-19(B) 50=-19(B) 51=-19(B) 52=-19(B) 53=-19(B) 54=-19(B) 55=-19(B) 56=-22(B) 57=-20(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 3_Cooper_Run Truss V01 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227816 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-tDnrgUhw8KBx83uHcxSmt_NIBF9Se5B0XKEfyxyLALV Scale = 1:70.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 2x4 5x6 2x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x8 0-0-5 0-0-5 27-0-9 27-0-4 13-6-4 13-6-4 27-0-9 13-6-4 0-0-411-3-40-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [9:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.58 0.22 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 26-11-15. (lb) - Max Horz 1=-255(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 14=-111(LC 6), 15=-153(LC 6), 11=-111(LC 7), 10=-153(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=265(LC 1), 14=302(LC 10), 15=431(LC 1), 11=302(LC 11), 10=431(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-15=-303/203, 8-10=-303/202 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) 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) 14=111, 15=153, 11=111, 10=153. 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 3_Cooper_Run Truss V02 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227817 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-tDnrgUhw8KBx83uHcxSmt_NP0FAEe7h0XKEfyxyLALV Scale = 1:62.3 1 2 3 4 5 6 7 12 11 10 9 8 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 23-10-2 23-9-13 11-11-1 11-11-1 23-10-2 11-11-1 0-0-49-11-40-0-410.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.17 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-11: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 23-9-9. (lb) - Max Horz 1=-223(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 11=-124(LC 6), 12=-118(LC 6), 9=-122(LC 7), 8=-117(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=339(LC 10), 12=332(LC 1), 9=336(LC 11), 8=333(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-262/173, 5-9=-259/171 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) 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) 11=124, 12=118, 9=122, 8=117. 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 3_Cooper_Run Truss V03 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227818 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-LPLDuqiYveJomDTT9fz?QBwacfWQNbLAm__CVNyLALU Scale = 1:54.1 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 20-7-12 20-7-7 10-3-14 10-3-14 20-7-12 10-3-14 0-0-48-7-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.16 0.17 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 20-7-2. (lb) - Max Horz 1=192(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-127(LC 6), 9=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=351(LC 10), 13=266(LC 1), 9=350(LC 11), 8=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/177, 5-9=-267/177 NOTES-(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) 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, 13, 8 except (jt=lb) 11=127, 9=127. 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 3_Cooper_Run Truss V04 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227819 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-pbvb5AjBfxRfNN2gjMUEzPSkg2rx62aJ_ejm1qyLALT Scale = 1:47.2 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-5-5 17-5-1 8-8-11 8-8-11 17-5-5 8-8-11 0-0-47-3-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.22 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: 50 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 17-4-12. (lb) - Max Horz 1=-162(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-145(LC 6), 6=-145(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=403(LC 10), 6=403(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-304/197, 4-6=-304/196 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) 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=145, 6=145. 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 3_Cooper_Run Truss V05 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227820 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-pbvb5AjBfxRfNN2gjMUEzPSi22tm638J_ejm1qyLALT Scale = 1:37.7 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 14-2-15 14-2-10 7-1-7 7-1-7 14-2-15 7-1-7 0-0-45-11-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.37 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 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 14-2-5. (lb) - Max Horz 1=131(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-121(LC 6), 6=-120(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=321(LC 10), 6=321(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; 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) 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=121, 6=120. 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 3_Cooper_Run Truss V06 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227821 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-HoT_JWjpQFZW?XdsH4?TVc?s4S9yrVgTDITJZGyLALS Scale = 1:29.5 1 2 3 43x8 6x6 3x8 2x4 11-0-4 11-0-4 11-0-9 0-0-5 5-6-4 5-6-4 11-0-9 5-6-4 0-0-44-7-40-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:Edge,0-2-8], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.29 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 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=215/10-11-15, 3=215/10-11-15, 4=392/10-11-15 Max Horz 1=-100(LC 4) Max Uplift 1=-20(LC 6), 3=-26(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; 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) 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 3_Cooper_Run Truss V07 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227822 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-l_1MWskRBZhNdgC2rnXi2qY1QsVWazvcSyCs6iyLALR Scale = 1:22.3 1 2 3 4 2x4 3x4 2x4 2x4 0-0-5 0-0-5 7-10-2 7-9-13 3-11-1 3-11-1 7-10-2 3-11-1 0-0-43-3-40-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.44 0.27 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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=165/7-9-9, 3=165/7-9-9, 4=251/7-9-9 Max Horz 1=70(LC 5) Max Uplift 1=-24(LC 7), 3=-29(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; 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) 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 3_Cooper_Run Truss V08 Truss Type Valley Qty 1 Ply 1 3 cooper run Job Reference (optional) I39227823 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-l_1MWskRBZhNdgC2rnXi2qY4msXcazacSyCs6iyLALR Scale = 1:7.8 1 2 3 2x4 2x4 2x4 3-6-1 3-6-1 0-0-41-0-43.50 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 0.23 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=104/3-5-3, 3=104/3-5-3 Max Horz 1=26(LC 5) Max Uplift 1=-7(LC 4), 3=-11(LC 6) 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; 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 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 3_Cooper_Run Truss V09 Truss Type Valley Qty 2 Ply 1 3 cooper run Job Reference (optional) I39227824 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-DAakkCl3yspEEqnEOV2xa14ElGs4JQAlhcyQe9yLALQ Scale = 1:25.4 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 3-2-84-5-13-2-810.00 12 Plate Offsets (X,Y)-- [4: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 0.28 0.25 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 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)6=51/2-11-0, 4=51/2-11-0, 5=114/2-11-0 Max Horz 6=-130(LC 4) Max Uplift 6=-82(LC 4), 4=-82(LC 5) Max Grav 6=90(LC 5), 4=89(LC 4), 5=114(LC 1) 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; 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) 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) 6, 4. 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 3_Cooper_Run Truss V10 Truss Type Valley Qty 2 Ply 1 3 cooper run Job Reference (optional) I39227825 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-DAakkCl3yspEEqnEOV2xa14HUGuNJQWlhcyQe9yLALQ Scale = 1:18.5 1 2 3 6 5 4 2x4 2x4 3x4 2x4 2x4 2x4 2-11-0 2-11-0 1-5-8 1-5-8 2-11-0 1-5-8 1-10-83-1-11-10-810.00 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 0.10 0.10 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 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)6=55/2-11-0, 4=55/2-11-0, 5=106/2-11-0 Max Horz 6=85(LC 5) Max Uplift 6=-28(LC 4), 4=-27(LC 5) 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; 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) 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) 6, 4. 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 3_Cooper_Run Truss V11 Truss Type Valley Qty 2 Ply 1 3 cooper run Job Reference (optional) I39227826 8.240 s Jul 14 2019 MiTek Industries, Inc. Fri Nov 8 17:47:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:J4wJF_v90eHC0DeTqFttE9yJIQJ-iN86xYmhjAx5s_MRyCZA7FdS4gBx2t4vvGhzAbyLALP Scale = 1:11.5 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 4-2-9 4-2-4 2-1-4 2-1-4 4-2-9 2-1-4 0-0-41-9-10-0-410.00 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 0.11 0.28 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: 7 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 4-2-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=145/4-1-15, 3=145/4-1-15 Max Horz 1=35(LC 5) Max Uplift 1=-5(LC 6), 3=-5(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; 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) 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