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HomeMy WebLinkAboutI33416056.85_Bear_Creek_StatesRe: Liu, Xuegang Pages or sheets covered by this seal: I33416056 thru I33416110 My license renewal date for the state of Indiana is July 31, 2018. 85_Bear_Creek_States Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: 85 Bear Creek States 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE01 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416056 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-PqMa6E?t8cgODEyZrOnDlTCAIv5E_XRHlPXtBwzDxTL Scale = 1:66.1 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 3x4 4x6 3x4 2x4 2x4 5x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 32-11-8 32-11-8 -1-0-0 1-0-0 9-11-13 9-11-13 27-1-9 17-1-13 32-11-8 5-9-15 1- 0 - 0 6- 9 - 1 4 3- 5 - 1 6- 9 - 1 4 7.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-12], [15:0-3-0,0-3-0], [17:0-2-0,0-2-5], [34:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.11 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 522 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 21-22: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-17. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-11-8. (lb) - Max Horz 41=200(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 41, 22, 27, 28, 29, 31, 32, 33, 35, 36, 37, 38, 39, 26, 24, 23 except 40=-103(LC 5) Max Grav All reactions 250 lb or less at joint(s) 41, 22, 27, 28, 29, 31, 32, 33, 35, 36, 37, 38, 39, 40, 26, 25, 24, 23 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 22, 27, 28, 29, 31, 32, 33, 35, 36, 37, 38, 39, 26, 24, 23 except (jt=lb) 40=103. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE02 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416057 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-PqMa6E?t8cgODEyZrOnDlTCArv5T_XsHlPXtBwzDxTL Scale = 1:57.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-8 13-7-8 -1-0-0 1-0-0 6-9-12 6-9-12 13-7-8 6-9-12 14-7-8 1-0-0 1- 3 - 0 6- 1 1 - 2 1- 3 - 0 10.00 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) 0.19 0.09 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 172 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 13-7-8. (lb) - Max Horz 20=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-172(LC 4), 12=-135(LC 5), 19=-181(LC 5), 13=-155(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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) 17, 18, 15, 14 except (jt=lb) 20=172, 12=135, 19=181, 13=155. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE03 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416058 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-t0wzKa0VvvoFrOXlP5ISHhlLSIRej_8R_3GQjNzDxTK Scale = 1:70.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 2x4 2x4 5x6 2x4 2x4 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 35-1-8 35-1-8 11-4-8 11-4-8 25-8-0 14-3-8 35-1-8 9-5-8 1- 0 - 0 7- 7 - 1 0 2- 1 - 7 7- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-2-4], [15:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.10 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 569 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-15. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 35-1-8. (lb) - Max Horz 41=192(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 21, 27, 28, 30, 31, 32, 34, 35, 36, 37, 38, 39, 25, 24, 23, 22 except 41=-132(LC 4), 40=-112(LC 5) Max Grav All reactions 250 lb or less at joint(s) 41, 21, 26, 27, 28, 30, 31, 32, 34, 35, 36, 37, 38, 39, 40, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 27, 28, 30, 31, 32, 34, 35, 36, 37, 38, 39, 25, 24, 23, 22 except (jt=lb) 41=132, 40=112. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE04 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416059 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-LCULXw07gDw6TX6xypphquIOrieMSPnaDj0_FpzDxTJ Scale: 1/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 13 12 11 10 9 8 5x10 MT18HS 5x8 6x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 9-9-8 9-9-8 5- 6 - 1 0 11 - 3 - 3 7.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [7:0-2-9,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) 0.74 0.58 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 MT18HS Weight: 239 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF 2100F 1.8E *Except* 7-8: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-11,3-12: 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. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS.All bearings 9-9-8. (lb) - Max Horz 13=330(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 11 except 13=-563(LC 4), 8=-206(LC 5), 9=-117(LC 4), 12=-892(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 13=838(LC 5), 12=672(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-398/269, 2-3=-323/233 WEBS 3-12=-282/393 NOTES-(9-10) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are MT20 plates unless otherwise indicated. 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) 10, 11 except (jt=lb) 13=563, 8=206, 9=117, 12=892. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE05 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416060 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Ibc5yc2OCqAqirGK4Es9vJNnTWQRwCLtg1V4KizDxTH Scale = 1:77.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 22 21 20 19 18 17 16 15 14 13 12 11 10 9 4x6 4x6 5x12 3x8 5x8 5x6 3x4 3x4 3x6 3x4 3x4 4x6 3x4 3x8 4x6 3x4 3x4 3x4 3x4 3x8 3x4 3x6 4-8-2 4-8-2 9-1-12 4-5-10 9-3-0 0-1-4 11-4-8 2-1-8 15-10-4 4-5-12 20-4-0 4-5-12 21-8-12 1-4-12 23-0-0 1-3-4 29-0-0 6-0-0 4-8-2 4-8-2 9-1-12 4-5-10 11-4-8 2-2-12 15-10-4 4-5-12 20-4-0 4-5-12 23-0-0 2-8-0 29-0-0 6-0-0 1- 0 - 0 7- 7 - 1 0 9- 2 - 5 5- 8 - 5 7- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-4-4,0-2-0], [6:0-2-0,0-1-8], [8:Edge,0-1-12], [23:0-1-8,0-0-12], [24:0-1-8,0-1-0], [25:0-3-8,0-1-8], [26:0-1-8,0-0-12], [27:0-1-7,0-0-15], [48:0-1-15,0-0-8], [50:0-1-15,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.22 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 577 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,6-14,7-11,7-10: 2x4 SPF No.2, 8-9,1-22: 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, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 7-11 REACTIONS.All bearings 9-3-0 except (jt=length) 11=0-3-8, 9=0-3-8. (lb) - Max Horz 22=272(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 21, 17, 11, 9, 18, 20 Max Grav All reactions 250 lb or less at joint(s) 22, 18, 19 except 21=351(LC 1), 17=557(LC 10), 17=553(LC 1), 11=901(LC 1), 9=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-254/100 WEBS 2-21=-259/57, 3-17=-475/63, 5-14=-297/123, 6-14=-50/354, 6-11=-520/83, 7-11=-372/0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 17, 11, 9, 18, 20. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE07 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416061 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-mnATAx30z8IhK?rWexNOSXwx9wlYfo50vhEes8zDxTG Scale = 1:69.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x8 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-8-0 11-8-0 2- 2 - 1 8- 1 1 - 1 1 7.00 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) 0.60 0.29 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 190 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* 7-8: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.All bearings 11-8-0. (lb) - Max Horz 14=256(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 14=-202(LC 4), 13=-312(LC 5) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11, 12, 13 except 14=364(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 8, 9, 10, 11 except (jt=lb) 14=202, 13=312. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE08 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416062 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-mnATAx30z8IhK?rWexNOSXw2Xwp7fqn0vhEes8zDxTG Scale = 1:37.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 1- 3 - 0 4- 7 - 0 1- 3 - 0 10.00 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) 0.13 0.06 0.06 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: 80 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 8-0-0. (lb) - Max Horz 12=-113(LC 4) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE09 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416063 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-mnATAx30z8IhK?rWexNOSXw3bwpdfqQ0vhEes8zDxTG Scale = 1:20.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 6 5 4 2x4 2x4 2x4 2x4 2x4 2x4 3-0-0 3-0-0 1- 0 - 0 2- 9 - 0 7.00 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) 0.06 0.03 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=53/3-0-0, 4=37/3-0-0, 5=133/3-0-0 Max Horz 6=71(LC 5) Max Uplift6=-15(LC 4), 4=-6(LC 5), 5=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4, 5. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE10 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416064 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-iAIEad4GVlYOZJ?vlMPsXy?HvjNm7cTJM?jlx0zDxTE Scale = 1:81.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 16 15 14 13 11 10 9 8 7 12 3x6 4x6 4x8 3x6 5x8 3x6 3x8 3x4 3x4 3x4 3x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-3-0 9-3-0 11-3-0 2-0-0 13-5-11 2-2-11 20-6-0 7-0-5 9-3-0 9-3-0 11-3-0 2-0-0 15-9-4 4-6-4 20-6-0 4-8-12 1- 3 - 0 8- 1 1 - 8 1- 3 - 0 8- 1 1 - 8 10.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-6-4,0-2-0], [22:0-0-6,0-1-2], [22:0-0-0,0-0-6], [27:0-1-9,0-1-0], [30:0-1-9,0-1-0], [45:0-1-9,0-1-0] 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) 0.59 0.56 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.02 (loc) 14-16 14-16 7 l/defl >999 >508 n/a L/d 240 180 n/a PLATES MT20 Weight: 382 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* 3-14,4-14,4-13,1-16,6-7: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS.All bearings 7-3-13 except (jt=length) 16=0-5-8, 12=0-3-8. (lb) - Max Horz 16=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 7 except 11=-106(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9, 8, 12 except 16=751(LC 1), 7=678(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-418/60, 2-3=-650/173, 3-4=-431/174, 4-5=-608/188, 5-6=-265/148, 1-16=-336/64 BOT CHORD 15-16=-112/543, 14-15=-112/543, 13-14=-36/393, 12-13=-33/502, 11-12=-33/502, 10-11=-33/502, 9-10=-33/502, 8-9=-33/502, 7-8=-33/502 WEBS 4-14=-42/269, 2-16=-439/92, 5-7=-533/20 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) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 7 except (jt=lb) 11=106. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss GE13 Truss Type Monopitch Structural Gable Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416065 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-iAIEad4GVlYOZJ?vlMPsXy?CrjO77fBJM?jlx0zDxTE Scale = 1:97.8 1 2 3 4 5 6 78 16 15 14 13 12 11 10 9 5x10 MT18HS 4x8 3x4 3x4 3x4 3x4 3x8 3x4 3x4 3x6 3x4 6x6 10x10 3x4 8-2-4 8-2-4 13-10-12 5-8-8 18-4-4 4-5-8 26-5-9 8-1-5 32-11-8 6-5-15 8-2-4 8-2-4 13-10-12 5-8-8 20-2-3 6-3-7 26-5-9 6-3-7 32-11-8 6-5-15 33-11-8 1-0-0 7- 4 - 2 12 - 1 - 7 1- 0 - 0 12 - 1 - 7 7.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8], [3:0-4-8,0-2-0], [9:Edge,0-8-8] 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) 0.91 0.48 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.25 0.01 (loc) 15-16 15-16 9 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 182 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-10,7-10: 2x3 SPF No.2, 7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. WEBS 1 Row at midpt 2-15, 2-13, 3-13, 4-11, 5-11 REACTIONS.(lb/size) 16=719/0-3-8, 11=1322/0-3-8, 9=641/0-3-8 Max Horz 16=-371(LC 4) Max Uplift16=-25(LC 6), 11=-53(LC 7), 9=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-470/171, 3-4=-350/179, 5-6=-509/70, 6-7=-682/50, 1-16=-634/110, 7-9=-582/106 BOT CHORD 15-16=-198/335, 14-15=-125/304, 13-14=-125/304, 10-11=0/506, 9-10=-32/271 WEBS 3-13=-256/108, 4-13=-13/584, 4-11=-958/133, 5-11=-501/105, 5-10=0/286, 1-15=-92/342 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) The Fabrication Tolerance at joint 2 = 12% 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) 16, 11, 9. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M01 Truss Type Monopitch Qty 6 Ply 1 85 Bear Creek States Job Reference (optional) I33416066 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-AMrcoz5uG3gFBSZ5J3w639XSK7mvsACTbfTITTzDxTD Scale = 1:80.4 1 2 3 4 6 5 4x8 5x8 3x4 3x4 4x8 9-9-8 9-9-8 -1-0-0 1-0-0 4-10-12 4-10-12 9-9-8 4-10-12 5- 6 - 1 0 11 - 3 - 3 7.00 12 Plate Offsets (X,Y)-- [4:0-3-12,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) 0.61 0.38 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.54 0.00 (loc) 5-6 5-6 5 l/defl >522 >212 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5, 3-6 REACTIONS.(lb/size) 5=376/Mechanical, 6=453/0-3-8 Max Horz 6=330(LC 5) Max Uplift5=-159(LC 5), 6=-23(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) 6 except (jt=lb) 5=159. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M02 Truss Type Monopitch Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416067 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-AMrcoz5uG3gFBSZ5J3w639XT77m9s8WTbfTITTzDxTD Scale = 1:72.1 1 2 3 4 5 9 8 6 7 3x4 4x6 5x8 3x6 3x4 3x4 3x12 7-11-8 7-11-8 14-9-0 6-9-8 15-11-0 1-2-0 -1-0-0 1-0-0 7-11-8 7-11-8 15-11-0 7-11-8 1- 0 - 0 10 - 3 - 7 7.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [5:0-3-12,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) 0.56 0.36 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-8,2-8: 2x3 SPF No.2, 2-9: 2x6 SP No.1 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. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size) 6=553/1-5-8, 9=693/0-3-8, 7=71/0-3-8 Max Horz 9=306(LC 5) Max Uplift6=-228(LC 5), 9=-43(LC 6), 7=-104(LC 4) Max Grav 6=553(LC 1), 9=693(LC 1), 7=234(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-716/38, 3-4=-506/61, 2-9=-613/115 BOT CHORD 8-9=-242/394, 7-8=-106/522, 6-7=-106/522 WEBS 4-8=0/290, 4-6=-605/152 NOTES-(4-5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 6=228 , 7=104. 4) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 5) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M03 Truss Type Monopitch Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416068 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-AMrcoz5uG3gFBSZ5J3w639XTA7lHs7STbfTITTzDxTD Scale = 1:72.1 1 2 3 4 5 8 7 6 3x4 4x6 5x6 3x4 3x4 3x4 3x12 7-11-8 7-11-8 15-11-0 7-11-8 -1-0-0 1-0-0 7-11-8 7-11-8 15-11-0 7-11-8 1- 0 - 0 10 - 3 - 7 7.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [5:0-3-12,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) 0.56 0.42 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.01 (loc) 6-7 6-7 6 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-7,2-7: 2x3 SPF No.2, 2-8: 2x6 SP No.1 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. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS.(lb/size) 6=619/Mechanical, 8=698/0-3-8 Max Horz 8=306(LC 5) Max Uplift6=-101(LC 6), 8=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/60, 3-4=-517/83, 2-8=-621/130 BOT CHORD 7-8=-258/389, 6-7=-78/532 WEBS 4-7=0/323, 4-6=-613/155 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) 8 except (jt=lb) 6=101. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M04 Truss Type Monopitch Qty 2 Ply 1 85 Bear Creek States Job Reference (optional) I33416069 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eZP_?J6W1No6pc8HtnRLcN4evX4WbaicqJCr?vzDxTC Scale = 1:72.1 1 2 3 4 5 8 7 6 3x4 4x6 5x6 3x4 3x4 3x4 3x12 7-11-8 7-11-8 15-11-0 7-11-8 -1-0-0 1-0-0 7-11-8 7-11-8 15-11-0 7-11-8 1- 0 - 0 10 - 3 - 7 7.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [5:0-3-12,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) 0.56 0.42 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.01 (loc) 6-7 6-7 6 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,2-7: 2x3 SPF No.2, 2-8: 2x6 SP No.1 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. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS.(lb/size) 6=619/Mechanical, 8=698/0-3-8 Max Horz 8=306(LC 5) Max Uplift6=-101(LC 6), 8=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/83, 2-8=-621/130 BOT CHORD 7-8=-258/389, 6-7=-78/532 WEBS 3-7=0/323, 3-6=-613/155 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) 8 except (jt=lb) 6=101. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M05 Truss Type Monopitch Qty 4 Ply 1 85 Bear Creek States Job Reference (optional) I33416070 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eZP_?J6W1No6pc8HtnRLcN4e4X7RbW5cqJCr?vzDxTC Scale = 1:63.0 1 2 3 6 5 4 5x6 3x6 4x8 3x4 3x4 3x4 5-10-0 5-10-0 11-8-0 5-10-0 5-10-0 5-10-0 11-8-0 5-10-0 2- 2 - 1 8- 1 1 - 1 1 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.23 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 1-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=455/Mechanical, 6=455/Mechanical Max Horz 6=256(LC 5) Max Uplift4=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-417/79, 1-6=-397/69 BOT CHORD 4-5=-87/292 WEBS 2-4=-378/122 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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M06 Truss Type Monopitch Qty 4 Ply 1 85 Bear Creek States Job Reference (optional) I33416071 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eZP_?J6W1No6pc8HtnRLcN4c9X7qbadcqJCr?vzDxTC Scale = 1:53.0 1 2 3 6 5 4 3x6 2x4 3x4 2x4 3x4 3x4 4-4-0 4-4-0 8-8-0 4-4-0 4-4-0 4-4-0 8-8-0 4-4-0 2- 2 - 1 7- 2 - 1 1 7.00 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) 0.67 0.21 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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* 1-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=337/Mechanical, 6=337/Mechanical Max Horz 6=204(LC 5) Max Uplift4=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/63, 1-6=-304/47 WEBS 2-4=-288/99 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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M07 Truss Type Monopitch Qty 4 Ply 1 85 Bear Creek States Job Reference (optional) I33416072 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-6lzMDf79ogwzQmjUQUya8adlUxToK5dl2zyPXLzDxTB Scale = 1:25.1 1 2 3 6 5 4 2x4 6x6 3x4 3x4 5-6-4 5-6-4 7-4-8 1-10-4 -1-0-0 1-0-0 7-4-8 7-4-8 0- 9 - 0 3- 2 - 8 4.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.82 0.22 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=162/Mechanical, 6=318/0-3-0, 5=159/0-3-8 Max Horz 6=101(LC 5) Max Uplift4=-84(LC 6), 6=-73(LC 4) Max Grav 4=162(LC 1), 6=318(LC 1), 5=237(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-275/155 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) 4, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M09 Truss Type Monopitch Qty 4 Ply 1 85 Bear Creek States Job Reference (optional) I33416073 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-6lzMDf79ogwzQmjUQUya8adpMxUcK5yl2zyPXLzDxTB Scale = 1:20.7 1 2 3 5 4 3x6 3x8 3x8 5-4-0 5-4-0 -1-0-0 1-0-0 5-4-0 5-4-0 0- 9 - 0 2- 6 - 5 2- 2 - 1 3 0- 3 - 8 2- 6 - 5 4.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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) 0.57 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=278/0-3-8, 4=194/0-1-8 Max Horz 5=77(LC 5) Max Uplift5=-50(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss M10 Truss Type Monopitch Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416074 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-6lzMDf79ogwzQmjUQUya8adqNxUaK5yl2zyPXLzDxTB Scale = 1:21.1 1 2 4 3 3x8 3x6 3x4 5-4-0 5-4-0 5-4-0 5-4-0 0- 9 - 1 0 2- 6 - 1 5 4.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=203/Mechanical, 4=203/0-3-8 Max Horz 4=73(LC 5) Max Uplift3=-25(LC 6), 4=-12(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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss PB01 Truss Type GABLE Qty 7 Ply 1 85 Bear Creek States Job Reference (optional) I33416075 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-axXlQ?7nZ_2q2wIg_CUpho94bKr53X1vHdhy4ozDxTA Scale = 1:33.3 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-5-3 14-5-3 7-2-10 7-2-10 14-5-3 7-2-10 4- 2 - 8 0- 1 - 4 0- 1 - 8 7.00 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) 0.16 0.09 0.08 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: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-3. (lb) - Max Horz 1=-94(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=289(LC 1), 10=290(LC 10), 8=290(LC 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss PB02 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416076 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-axXlQ?7nZ_2q2wIg_CUpho91ZKrp3YEvHdhy4ozDxTA Scale = 1:28.6 2 3 4 5 6 9 8 1 7 3x4 3x4 3x6 2x4 4x6 2x4 2x4 14-5-3 14-5-3 5-9-7 5-9-7 8-7-13 2-10-6 14-5-3 5-9-7 3- 4 - 8 0- 1 - 4 0- 1 - 8 3- 3 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [4:0-2-0,0-2-5], [5:0-3-0,0-1-12], [6:0-2-4,0-1-8] 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) 0.35 0.11 0.06 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-3. (lb) - Max Horz 1=-75(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9 except 1=-133(LC 1), 7=-253(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=360(LC 10), 6=524(LC 11), 8=341(LC 1), 9=289(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8, 9 except (jt=lb) 1=133, 7=253. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss PB03 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416077 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-3757eL8PKIBhg4tsYv?2E?iENkBMo?j2WHRVcEzDxT9 Scale = 1:24.5 2 3 4 5 6 7 11 10 9 1 8 3x4 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 14-5-3 14-5-3 2-11-2 2-11-2 11-6-1 8-6-15 14-5-3 2-11-2 1- 8 - 8 0- 1 - 4 0- 1 - 8 1- 7 - 0 7.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-5], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-5-3. (lb) - Max Horz 1=-36(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 2, 7, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 7 except 9=272(LC 11), 10=343(LC 11), 11=277(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-258/107 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 2, 7, 9, 10, 11. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T01 Truss Type Hip Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416078 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-3757eL8PKIBhg4tsYv?2E?i4rk49oqw2WHRVcEzDxT9 Scale = 1:75.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x10 MT18HS 5x10 MT18HS 5x8 10x10 3x4 3x6 3x4 3x4 3x4 3x4 3x6 3x8 3x6 6-6-5 6-6-5 12-10-1 6-3-13 14-7-4 1-9-3 24-3-5 9-8-1 32-11-8 8-8-3 -1-0-0 1-0-0 6-6-5 6-6-5 12-10-1 6-3-13 18-6-11 5-8-10 24-3-5 5-8-10 32-11-8 8-8-3 1- 0 - 0 8- 5 - 1 4 3- 5 - 1 8- 5 - 1 4 7.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-8], [7:0-6-4,0-1-12], [16:Edge,0-8-8] 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) 0.83 0.55 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.01 (loc) 10-12 10-12 9 l/defl >999 >673 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 152 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,3-13,5-13,7-10,2-15: 2x3 SPF No.2, 2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-12, 6-12, 7-10 REACTIONS.(lb/size) 16=537/0-3-8, 12=1508/0-3-8, 9=637/0-3-8 Max Horz 16=238(LC 5) Max Uplift16=-68(LC 6), 12=-54(LC 5), 9=-40(LC 7) Max Grav 16=540(LC 10), 12=1508(LC 1), 9=670(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-512/75, 6-7=-395/154, 7-8=-590/121, 8-9=-584/98, 2-16=-478/110 BOT CHORD 15-16=-218/267, 14-15=-118/361, 13-14=-118/361 WEBS 3-15=0/271, 3-13=-489/119, 5-13=-50/285, 5-12=-694/112, 6-12=-714/123, 6-10=-12/422, 8-10=-45/275 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) The Fabrication Tolerance at joint 5 = 12%, joint 7 = 16%, joint 8 = 0% 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) 16, 12, 9. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T02 Truss Type Hip Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416079 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-XKfVrh914bJYHES36dWHmDFD58KuXN8CkxA38gzDxT8 Scale = 1:81.0 1 2 3 4 5 6 7 8 16 15 14 12 11 10 913 3x6 8x8 4x8 3x6 5x12 3x4 3x6 3x4 3x4 3x8 3x4 6x8 3x6 7-11-7 7-11-7 14-5-8 6-6-1 15-8-6 1-2-14 21-5-0 5-8-10 32-11-8 11-6-8 -1-0-0 1-0-0 7-11-7 7-11-7 15-8-6 7-8-15 21-5-0 5-8-10 27-1-0 5-8-0 32-11-8 5-10-8 1- 0 - 0 10 - 1 - 1 4 3- 5 - 1 10 - 1 - 1 4 7.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-2-0], [6:0-5-0,0-1-12], [16:0-9-12,0-2-0] 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) 0.93 0.90 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.84 0.05 (loc) 9-10 9-10 9 l/defl >643 >259 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,2-15: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-13 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-12. WEBS 1 Row at midpt 4-12, 5-12, 5-10, 7-10, 7-9 REACTIONS.(lb/size) 16=1135/0-3-8, 9=1113/0-3-8, 13=434/0-3-8 Max Horz 16=277(LC 5) Max Uplift16=-118(LC 6), 9=-64(LC 7) Max Grav 16=1135(LC 1), 9=1113(LC 1), 13=454(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1459/181, 3-4=-1247/205, 4-5=-993/250, 5-6=-797/228, 6-7=-1010/228, 2-16=-1040/193 BOT CHORD 15-16=-257/526, 14-15=-154/1159, 13-14=-154/1159, 12-13=-154/1159, 11-12=-119/752, 10-11=-119/752, 9-10=-25/777 WEBS 4-12=-502/146, 7-9=-1021/138, 2-15=-3/637 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) The Fabrication Tolerance at joint 16 = 16% 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) 9 except (jt=lb) 16=118. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T03 Truss Type Common Qty 2 Ply 1 85 Bear Creek States Job Reference (optional) I33416080 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-XKfVrh914bJYHES36dWHmDFDn8RHXKJCkxA38gzDxT8 Scale = 1:88.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 10x10 3x6 3x4 3x4 3x6 3x4 2x4 3x8 4x6 3x4 4x8 3x8 5x6 3x4 6-3-14 6-3-14 14-7-4 8-3-6 23-8-2 9-0-14 32-11-8 9-3-6 -1-0-0 1-0-0 6-3-14 6-3-14 12-5-5 6-1-6 18-6-11 6-1-6 25-7-13 7-1-3 32-11-8 7-3-11 1- 0 - 0 11 - 9 - 1 4 3- 5 - 1 7.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.95 0.49 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.02 (loc) 10-11 10-11 10 l/defl >999 >684 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15,5-13,7-11,2-15: 2x3 SPF No.2, 9-10,2-16: 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. WEBS 1 Row at midpt 4-13, 5-13, 6-13, 7-10 REACTIONS.(lb/size) 16=559/0-3-8, 13=1470/0-3-8, 10=653/0-3-8 Max Horz 16=316(LC 5) Max Uplift16=-49(LC 6), 13=-91(LC 6), 10=-45(LC 7) Max Grav 16=559(LC 1), 13=1470(LC 1), 10=670(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-552/40, 3-4=-384/59, 5-6=-27/256, 6-7=-506/202, 9-10=-256/114, 2-16=-502/99 BOT CHORD 15-16=-295/334, 14-15=-147/397, 13-14=-147/397, 10-11=0/411 WEBS 4-15=0/282, 4-13=-505/110, 5-13=-340/161, 6-13=-789/23, 6-11=-95/502, 7-11=-286/210, 7-10=-456/0 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 13, 10. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T04 Truss Type Common Qty 2 Ply 1 85 Bear Creek States Job Reference (optional) I33416081 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-?WDt20AfrvRPvN1FfK1WJQnU7YqHGk2Lzbwcg6zDxT7 Scale = 1:73.1 1 2 3 4 5 6 11 10 9 8 7 3x6 4x10 3x6 3x4 3x4 3x6 3x4 3x8 2x4 3x6 3x8 6-5-14 6-5-14 12-9-4 6-3-6 20-0-8 7-3-4 6-5-14 6-5-14 12-9-4 6-3-6 14-0-8 1-3-4 20-0-8 6-0-0 1- 0 - 0 9- 2 - 5 5- 8 - 5 7.00 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) 0.53 0.32 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 7-8 7-8 7 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-8,5-7: 2x4 SPF No.2, 6-7: 2x4 SPF-S Stud, 1-11: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 5-7 REACTIONS.(lb/size) 11=463/0-3-8, 8=893/0-3-8, 7=217/0-3-8 Max Horz 11=272(LC 5) Max Uplift11=-13(LC 6), 8=-65(LC 6), 7=-37(LC 7) Max Grav 11=463(LC 1), 8=893(LC 1), 7=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-506/77, 1-11=-399/73 BOT CHORD 10-11=-244/299, 9-10=-109/357, 8-9=-109/357 WEBS 2-8=-478/127, 4-8=-302/127, 5-8=-270/0 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T05 Truss Type Piggyback Base Qty 9 Ply 1 85 Bear Creek States Job Reference (optional) I33416082 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-?WDt20AfrvRPvN1FfK1WJQnTjYkcGhELzbwcg6zDxT7 Scale = 1:103.4 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x8 5x8 3x8 3x6 3x4 4x6 3x6 3x8 2x4 3x8 3x8 3x6 8x8 12x12 3x6 9-8-5 9-8-5 19-2-2 9-5-13 26-4-12 7-2-10 33-7-6 7-2-10 44-11-0 11-3-10 -1-0-0 1-0-0 6-6-6 6-6-6 12-10-4 6-3-14 19-2-2 6-3-14 26-4-12 7-2-10 33-7-6 7-2-10 39-1-15 5-6-9 44-11-0 5-9-1 1- 0 - 0 12 - 2 - 4 5- 7 - 2 5- 3 - 1 12 - 2 - 4 7.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [6:0-5-0,0-2-4], [8:0-5-0,0-2-4], [11:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.68 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.73 0.10 (loc) 11-12 11-12 10 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 13-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17: 2x3 SPF No.2, 10-11,2-18: 2x4 SPF 2100F 1.8E 3-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-11 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 7-12, 9-11, 3-18 REACTIONS.(lb/size) 10=1784/Mechanical, 18=1855/0-5-8 Max Horz 18=351(LC 5) Max Uplift10=-26(LC 7), 18=-104(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-793/99, 3-4=-2535/255, 4-5=-2440/276, 5-6=-2018/304, 6-7=-1669/300, 7-8=-1298/267, 8-9=-1576/270, 10-11=-34/1577, 2-18=-623/131 BOT CHORD 17-18=-252/2192, 16-17=-215/1994, 15-16=-215/1994, 14-15=-169/1647, 13-14=-169/1647, 12-13=-169/1647, 11-12=-26/1005 WEBS 5-17=-8/401, 5-15=-541/175, 6-15=-19/593, 7-12=-759/176, 8-12=-8/435, 9-12=-98/579, 9-11=-1739/122, 3-18=-1954/154 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 except (jt=lb) 18=104. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T06 Truss Type Common Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416083 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-TimFGMBHcDZGXXcRD2YlreKcjy4A?FIUCEfADZzDxT6 Scale = 1:93.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x6 3x6 3x6 3x6 3x6 4x6 3x8 3x6 3x4 3x6 3x6 5x8 12x12 3x6 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 2- 1 - 7 11 - 9 - 1 0 1- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [9:Edge,0-10-0], [10:0-2-8,0-1-8], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.59 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.32 0.07 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,5-11,7-11,7-10,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13 REACTIONS.(lb/size) 16=1393/0-3-8, 9=1393/Mechanical Max Horz 16=-289(LC 4) Max Uplift16=-57(LC 6), 9=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1716/139, 2-3=-1491/166, 3-4=-1385/226, 4-5=-1339/233, 5-6=-1623/203, 6-7=-1742/185, 7-8=-2026/163, 1-16=-1307/135, 8-9=-1319/124 BOT CHORD 15-16=-257/344, 14-15=-57/1378, 13-14=-57/1378, 12-13=0/1424, 11-12=0/1424, 10-11=-54/1667, 9-10=-57/422 WEBS 3-13=-439/152, 4-13=-85/828, 5-13=-594/149, 5-11=0/362, 7-11=-319/106, 1-15=0/1180, 8-10=-6/1255 NOTES-(7-8) 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) The Fabrication Tolerance at joint 1 = 4% 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) 16, 9. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T07 Truss Type Common Qty 3 Ply 1 85 Bear Creek States Job Reference (optional) I33416084 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-TimFGMBHcDZGXXcRD2YlreKZny4A?FEUCEfADZzDxT6 Scale = 1:93.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 5x6 3x6 3x6 3x6 3x6 4x6 3x8 3x6 3x4 3x6 3x6 5x8 12x12 3x6 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 36-1-8 1-0-0 2- 1 - 7 11 - 9 - 1 0 1- 0 - 0 7.00 12 Plate Offsets (X,Y)-- [10:Edge,0-10-0], [11:0-2-8,0-1-8], [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) 0.92 0.59 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.32 0.07 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,5-12,7-12,7-11,8-11: 2x3 SPF No.2, 8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-14 REACTIONS.(lb/size) 17=1392/0-3-8, 10=1463/0-3-8 Max Horz 17=-299(LC 4) Max Uplift17=-57(LC 6), 10=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1715/165, 2-3=-1383/181, 3-4=-1254/225, 4-5=-1337/233, 5-6=-1645/202, 6-7=-1738/183, 7-8=-2018/161, 1-17=-1306/135, 8-10=-1389/161 BOT CHORD 16-17=-249/354, 15-16=-45/1376, 14-15=-45/1376, 13-14=0/1421, 12-13=0/1421, 11-12=-23/1660, 10-11=-22/372 WEBS 2-14=-439/152, 4-14=-85/826, 5-14=-591/149, 5-12=0/361, 7-12=-314/105, 1-16=0/1178, 8-11=-11/1297 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) The Fabrication Tolerance at joint 1 = 4% 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) 17 except (jt=lb) 10=101. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T08 Truss Type Hip Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416085 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-xvKeTiBvNWh78hBenl3_Ortp3LQXkiteRuPjl?zDxT5 Scale = 1:85.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 6x10 6x10 3x6 3x6 3x6 3x6 3x6 3x4 3x8 3x6 3x6 6x6 3x6 4x10 3x6 7-4-0 7-4-0 14-5-8 7-1-8 18-9-0 4-3-8 26-10-0 8-1-0 35-1-8 8-3-8 7-4-0 7-4-0 14-5-8 7-1-8 18-9-0 4-3-8 26-10-0 8-1-0 35-1-8 8-3-8 36-1-8 1-0-0 2- 1 - 7 10 - 6 - 1 0 1- 0 - 0 10 - 6 - 1 0 7.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [5:0-6-8,0-2-0], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.59 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.07 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,7-11,1-16,8-11: 2x3 SPF No.2, 8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-13, 7-13 REACTIONS.(lb/size) 17=1389/0-3-8, 10=1465/0-3-8 Max Horz 17=-271(LC 4) Max Uplift17=-50(LC 6), 10=-97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1680/167, 2-3=-1457/187, 3-4=-1342/226, 4-5=-1201/236, 5-6=-1386/222, 6-7=-1514/178, 7-8=-2010/177, 1-17=-1313/133, 8-10=-1379/181 BOT CHORD 16-17=-223/309, 15-16=-34/1361, 14-15=-34/1361, 13-14=0/1162, 12-13=-13/1631, 11-12=-13/1631, 10-11=-49/528 WEBS 2-14=-302/132, 4-14=-26/329, 4-13=-134/261, 5-13=-3/397, 7-13=-538/152, 7-11=0/251, 1-16=-13/1224, 8-11=0/1108 NOTES-(7-8) 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) 17, 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T09 Truss Type Hip Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416086 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-xvKeTiBvNWh78hBenl3_OrtmpLSGkijeRuPjl?zDxT5 Scale = 1:71.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 6x10 6x10 3x6 3x4 3x6 3x6 3x6 3x4 3x8 2x4 3x4 3x6 3x6 3x6 4x8 3x6 5-10-14 5-10-14 11-7-3 5-8-6 16-7-4 5-0-1 21-7-5 5-0-1 28-3-2 6-7-14 35-1-8 6-10-6 5-10-14 5-10-14 11-7-3 5-8-6 16-7-4 5-0-1 21-7-5 5-0-1 28-3-2 6-7-14 35-1-8 6-10-6 36-1-8 1-0-0 2- 1 - 7 8- 1 0 - 1 0 1- 0 - 0 8- 1 0 - 1 0 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-7-0,0-1-12], [5:0-6-4,0-1-12], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.47 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.07 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-16,3-14,4-14,5-14,5-12: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud 8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-12 REACTIONS.(lb/size) 18=1389/0-3-8, 10=1465/0-3-8 Max Horz 18=-232(LC 4) Max Uplift18=-37(LC 6), 10=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1601/165, 2-3=-1552/223, 3-4=-1413/236, 4-5=-1413/236, 5-6=-1668/225, 6-7=-1820/182, 7-8=-2000/161, 1-18=-1324/132, 8-10=-1388/179 BOT CHORD 16-17=-94/1310, 15-16=-59/1267, 14-15=-59/1267, 13-14=0/1357, 12-13=0/1357, 11-12=-32/1638, 10-11=-19/398 WEBS 2-17=-284/88, 3-16=-7/253, 3-14=-134/395, 4-14=-291/143, 5-14=-155/253, 5-12=0/396, 6-12=-362/124, 1-17=-39/1253, 8-11=-18/1249 NOTES-(7-8) 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) 18, 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T10 Truss Type Hip Supported Gable Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416087 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-P5u0h2CY8qp_mrmqLSbDx3P4QluMTD6nfY8GHRzDxT4 Scale = 1:59.5 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 2x4 3x4 4x6 2x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-0 19-5-0 -1-0-0 1-0-0 7-7-12 7-7-12 11-9-4 4-1-9 19-5-0 7-7-12 20-5-0 1-0-0 1- 3 - 0 7- 7 - 7 1- 3 - 0 7- 7 - 7 10.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-0], [9:0-4-4,0-2-0] 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) 0.20 0.10 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 14 14 15 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 289 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, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-5-0. (lb) - Max Horz 26=-185(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 15, 20, 22, 23, 18, 17 except 26=-112(LC 4), 25=-112(LC 5), 16=-102(LC 4) Max Grav All reactions 250 lb or less at joint(s) 26, 15, 19, 20, 21, 22, 23, 25, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 20, 22, 23, 18, 17 except (jt=lb) 26=112, 25=112, 16=102. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T11 Truss Type COMMON Qty 3 Ply 1 85 Bear Creek States Job Reference (optional) I33416088 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-P5u0h2CY8qp_mrmqLSbDx3PxylmeT5QnfY8GHRzDxT4 Scale = 1:71.0 1 2 3 4 5 6 10 9 8 7 4x6 3x4 3x6 3x4 3x8 3x4 3x4 4x8 4x8 9-8-8 9-8-8 19-2-0 9-5-8 -1-0-0 1-0-0 4-11-8 4-11-8 9-8-8 4-9-0 14-4-0 4-7-8 19-2-0 4-10-0 1- 3 - 0 9- 4 - 1 1- 5 - 8 10.00 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) 0.81 0.59 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.02 (loc) 8-10 8-10 7 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 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=826/0-3-8, 7=753/Mechanical Max Horz 10=238(LC 5) Max Uplift10=-59(LC 6), 7=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/101, 3-4=-646/141, 4-5=-644/143, 5-6=-258/83, 2-10=-353/126 BOT CHORD 9-10=-77/536, 8-9=-77/536, 7-8=0/521 WEBS 4-8=-82/467, 3-10=-530/36, 5-7=-576/42 NOTES-(7-8) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T12 Truss Type Common Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416089 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-tHSOuODAv8xrO?K0uA6STGy6N97lCedxuCuqquzDxT3 Scale = 1:71.0 1 2 3 4 8 7 6 5 3x6 4x6 5x8 3x6 3x4 5x8 3x4 3x8 9-8-8 9-8-8 16-3-8 6-7-0 16-3-9 0-0-1 4-11-8 4-11-8 9-8-8 4-9-0 16-3-8 6-7-0 1- 3 - 0 9- 4 - 1 3- 1 0 - 4 10.00 12 Plate Offsets (X,Y)-- [4:0-3-8,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) 0.83 0.54 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.01 (loc) 6-8 6-8 5 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-6,1-8: 2x4 SPF No.2, 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=640/0-3-8, 5=640/Mechanical Max Horz 8=252(LC 5) Max Uplift8=-17(LC 6), 5=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/74, 2-3=-480/135, 3-4=-519/121, 1-8=-366/76, 4-5=-584/72 BOT CHORD 7-8=-119/429, 6-7=-119/429 WEBS 3-6=-30/280, 4-6=-38/288 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T13 Truss Type Common Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416090 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-tHSOuODAv8xrO?K0uA6STGyBj9BTCe0xuCuqquzDxT3 Scale = 1:69.1 1 2 3 4 5 12 11 10 9 8 7 6 3x4 3x8 5x8 6x10 3x4 3x6 3x4 3x6 3x4 3x4 2x4 3x4 6-5-14 6-5-14 10-0-4 3-6-6 13-5-6 3-5-2 14-7-10 1-2-3 20-0-8 5-4-14 6-5-14 6-5-14 20-0-8 13-6-10 1- 0 - 0 8- 1 0 - 2 5- 8 - 5 8- 1 0 - 2 7.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [4:0-7-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.30 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.02 (loc) 11-12 11-12 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-12: 2x6 SP No.1, 5-6: 2x4 SPF-S Stud, 2-11,1-11,2-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-6 REACTIONS.(lb/size) 12=787/0-3-8, 6=787/0-3-8 Max Horz 12=264(LC 5) Max Uplift12=-36(LC 6), 6=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-715/90, 1-2=-1028/104, 2-3=-769/160, 3-4=-412/156 BOT CHORD 11-12=-231/334, 10-11=-108/809, 9-10=-108/809, 8-9=-67/423, 7-8=-47/377, 6-7=-49/375 WEBS 1-11=0/479, 3-8=-443/151, 2-9=-388/130, 3-9=-70/402, 4-6=-671/29, 4-8=-139/427 NOTES-(7-8) 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) 12, 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T14 Truss Type Common Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416091 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-LU0m6kEogR3h?9vCStdh0UVP1ZZ4x9M47sdNMKzDxT2 Scale = 1:37.8 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1- 3 - 0 4- 7 - 0 1- 3 - 0 10.00 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) 0.26 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 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* 1-6,3-4: 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) 6=308/0-3-0, 4=308/0-3-0 Max Horz 6=-110(LC 4) Max Uplift6=-10(LC 7), 4=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/46, 2-3=-252/46, 1-6=-279/50, 3-4=-279/50 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T15 Truss Type Common Qty 2 Ply 1 85 Bear Creek States Job Reference (optional) I33416092 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-LU0m6kEogR3h?9vCStdh0UVP2ZZGx9P47sdNMKzDxT2 Scale = 1:37.8 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 3-8-0 3-8-0 7-8-0 4-0-0 3-8-0 3-8-0 7-8-0 4-0-0 1- 6 - 5 4- 7 - 0 1- 3 - 0 10.00 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) 0.26 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 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* 1-6,3-4: 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) 6=295/0-3-8, 4=295/0-3-0 Max Horz 6=-113(LC 4) Max Uplift6=-11(LC 7), 4=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-269/47, 3-4=-264/50 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T16 Truss Type Common Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416093 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-LU0m6kEogR3h?9vCStdh0UVP3ZaCx9V47sdNMKzDxT2 Scale = 1:37.8 1 2 3 7 6 4 5 3x6 4x6 3x6 2x4 2x4 3x8 3-4-8 3-4-8 5-10-0 2-5-8 7-4-8 1-6-8 3-4-8 3-4-8 7-4-8 4-0-0 1- 9 - 4 4- 7 - 0 1- 3 - 0 10.00 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) 0.26 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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* 1-7,3-4: 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) 7=274/Mechanical, 4=249/1-10-0, 5=44/0-3-8 Max Horz 7=-116(LC 4) Max Uplift7=-17(LC 7), 4=-24(LC 6) Max Grav 7=274(LC 1), 4=249(LC 1), 5=77(LC 2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T17 Truss Type Half Hip Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416094 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-qga8J4EQRlBYdJUP0b8wYh1cjzx7gcQELWNxumzDxT1 Scale: 1"=1' 1 2 5 3 4 4x6 2x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 0-2-6 0-2-6 2-0-0 1-9-10 1- 3 - 0 1- 5 - 0 1- 1 - 8 1- 5 - 0 10.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-2-8] 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) 0.13 0.03 0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=35/Mechanical, 5=164/0-3-0, 4=17/Mechanical Max Horz 5=45(LC 5) Max Uplift3=-19(LC 4), 5=-36(LC 6) Max Grav 3=35(LC 1), 5=164(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 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) -1-0-0 to 1-11-14 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T18 Truss Type Half Hip Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416095 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-qga8J4EQRlBYdJUP0b8wYh1cqzwagcMELWNxumzDxT1 Scale: 3/4"=1' 1 2 3 7 6 4 5 4x6 2x4 2x4 3x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 2-0-0 1-0-0 1- 3 - 0 2- 1 - 0 1- 9 - 8 2- 1 - 0 10.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] 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) 0.19 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 7 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=36/Mechanical, 7=164/0-3-0, 5=16/Mechanical Max Horz 7=81(LC 6) Max Uplift4=-15(LC 5), 7=-16(LC 6), 5=-9(LC 6) Max Grav 4=37(LC 11), 7=164(LC 1), 5=29(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) -1-0-0 to 1-11-14 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) 4, 7, 5. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss T19 Truss Type Half Hip Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416096 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-qga8J4EQRlBYdJUP0b8wYh1c7zxhgcQELWNxumzDxT1 Scale = 1:20.3 1 2 3 6 4 5 3x4 2x4 3x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 1-9-10 1-9-10 2-0-0 0-2-6 1- 3 - 0 2- 9 - 0 2- 5 - 8 2- 9 - 0 10.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-3] 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) 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 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) 4=37/Mechanical, 6=164/0-3-8, 5=15/Mechanical Max Horz 6=69(LC 6) Max Uplift4=-31(LC 6), 6=-3(LC 6), 5=-9(LC 6) Max Grav 4=37(LC 1), 6=164(LC 1), 5=34(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) 4, 6, 5. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 85 Bear Creek States Job Reference (optional) I33416097 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Is8XWQF2C3JPFS3baIf95uaj1M7mP0kNaA6UQDzDxT0 Scale = 1:28.5 1 2 3 8 7 6 5 4 9 11 10 12 2x4 3x4 4x8 3x6 2x4 4x6 2x4 3x4 3x8 2x4 4x6 2-8-0 2-8-0 5-4-0 2-8-0 6-2-12 0-10-12 7-4-0 1-1-4 2-8-0 2-8-0 5-4-0 2-8-0 7-4-0 2-0-0 1- 9 - 1 0 3- 6 - 1 5 0- 5 - 8 4.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.58 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-6: 2x4 SP 2400F 2.0E, 1-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 3-9 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=879/Mechanical, 8=1771/0-3-8 Max Horz 8=91(LC 4) Max Uplift4=-33(LC 5), 8=-81(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/31 BOT CHORD 7-8=-78/1054, 7-12=-78/1054, 6-12=-78/1054, 5-6=-54/1165, 4-5=-54/1165 WEBS 9-11=-1743/89, 5-11=-22/439, 6-11=-46/686, 4-11=-1402/65, 2-7=-43/1470, 2-8=-1259/52, 2-6=-986/81 NOTES-(9-10) 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: 2x3 - 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 740 lb down and 30 lb up at 0-1-12, and 733 lb down and 35 lb up at 2-4-12, and 733 lb down and 35 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-8=-20 Concentrated Loads (lb) Vert: 7=-733(B) 8=-740(B) 12=-733(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 85 Bear Creek States Job Reference (optional) I33416098 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-m3ivklGgzMRGscen70AOe67pwmSp8NxWpqs1zfzDxT? Scale = 1:75.2 1 2 3 4 5 6 13 12 11 10 9 8 714 15 16 17 18 19 20 21 5x12 10x10 5x12 5x8 5x10 MT18HS 5x8 10x10 8x8 8x8 5x8 10x10 5x8 2-9-10 2-9-10 5-1-4 2-3-10 10-0-0 4-10-12 10-6-0 0-6-0 15-4-12 4-10-12 20-6-0 5-1-4 2-9-10 2-9-10 5-1-4 2-3-10 10-0-0 4-10-12 10-6-0 0-6-0 15-4-12 4-10-12 19-10-12 4-6-0 20-6-0 0-7-4 1- 3 - 0 9- 7 - 0 1- 3 - 0 9- 7 - 0 10.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-1], [7:Edge,0-2-8], [8:0-2-8,0-5-0], [9:0-3-8,0-4-0], [10:0-3-8,0-4-0], [12:0-2-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.66 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.04 (loc) 10-12 10-12 7 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-12,2-10,5-9,5-8: 2x3 SPF No.2, 1-13,6-7: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=8902/0-5-8, 7=9945/0-5-8 Max Horz 13=-225(LC 3) Max Uplift13=-197(LC 5), 7=-264(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9329/245, 2-3=-7123/275, 3-4=-5329/239, 4-5=-7093/274, 5-6=-9217/243, 1-13=-7185/193, 6-7=-7130/191 BOT CHORD 13-14=-240/2168, 14-15=-240/2168, 12-15=-240/2168, 12-16=-204/7079, 11-16=-204/7079, 11-17=-204/7079, 10-17=-204/7079, 9-10=-107/5329, 9-18=-112/6991, 18-19=-112/6991, 8-19=-112/6991, 8-20=-70/2014, 20-21=-70/2014, 7-21=-70/2014 WEBS 2-12=-63/2979, 2-10=-2497/178, 3-10=-157/4475, 4-9=-153/4285, 5-9=-2372/176, 5-8=-60/2833, 1-12=-55/5035, 6-8=-60/5102 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 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) All plates are MT20 plates unless otherwise indicated. 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) 13=197, 7=264. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1764 lb down and 38 lb up at 2-0-12, 1764 lb down and 38 lb up at 4-0-12, 1764 lb down and 38 lb up at 6-0-12, 1764 lb down and 38 lb up at 8-0-12, 1764 lb down and 38 lb up at 10-0-12, 1764 lb down and 38 lb up at 12-0-12, 1764 lb down and 38 lb up at 14-0-12, 1764 lb down and 38 lb up at 16-0-12, and 1764 lb down and 38 lb up at 18-0-12, and 1379 lb down and 74 lb up at 20-2-6 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) StandardContinued on page 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 85 Bear Creek States Job Reference (optional) I33416098 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:54 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-m3ivklGgzMRGscen70AOe67pwmSp8NxWpqs1zfzDxT? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 10=-1764(B) 7=-1379(B) 14=-1764(B) 15=-1764(B) 16=-1764(B) 17=-1764(B) 18=-1764(B) 19=-1764(B) 20=-1764(B) 21=-1764(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 85_BEAR_CREEK_STATES Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416099 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-m3ivklGgzMRGscen70AOe67pFmV68W5Wpqs1zfzDxT? Scale = 1:24.3 1 2 3 4 7 6 5 8 9 10 11 12 13 4x6 2x4 3x4 3x8 2x4 5-6-4 5-6-4 7-4-8 1-10-4 -1-0-0 1-0-0 6-6-0 6-6-0 7-4-8 0-10-8 0- 9 - 0 2- 1 1 - 0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.51 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 -0.00 (loc) 6-7 6-7 5 l/defl >999 >737 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 2-7: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 5=126/Mechanical, 7=312/0-3-0, 6=200/0-3-8 Max Horz 7=93(LC 4) Max Uplift5=-144(LC 4), 7=-98(LC 5) Max Grav 5=126(LC 1), 7=312(LC 1), 6=250(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-269/121 NOTES-(9-10) 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=144. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 13 lb up at 2-0-12, and 4 lb down and 11 lb up at 4-0-12, and 33 lb down and 26 lb up at 6-0-12 on top chord, and 1 lb up at 2-0-12, and 6 lb down and 18 lb up at 4-0-12, and 4 lb down and 19 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). 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, 5-7=-20 Concentrated Loads (lb) Vert: 11=0(F) 12=-6(F) 13=2(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V01 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416100 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-m3ivklGgzMRGscen70AOe67w6maD8U4Wpqs1zfzDxT? Scale = 1:62.3 1 2 3 4 5 9 8 7 63x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 18-4-8 18-4-8 9-2-4 9-2-4 18-4-8 9-2-4 0- 0 - 4 7- 7 - 1 4 0- 0 - 4 10.00 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) 0.27 0.18 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-8. (lb) - Max Horz 1=170(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-149(LC 6), 6=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=423(LC 10), 6=423(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-300/189, 4-6=-300/189 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=149 , 6=148. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V02 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416101 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-EFFHx5HIkgZ7UmD_hjhdAJf7wAxytxvg2UbbV5zDxT_ Scale = 1:50.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-6-14 15-6-14 7-9-7 7-9-7 15-6-14 7-9-7 0- 0 - 4 6- 5 - 1 4 0- 0 - 4 10.00 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) 0.14 0.09 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-14. (lb) - Max Horz 1=-143(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-120(LC 6), 6=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=340(LC 10), 6=340(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=120 , 6=119. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V03 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416102 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-EFFHx5HIkgZ7UmD_hjhdAJf5BAxttyRg2UbbV5zDxT_ Scale = 1:42.3 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 12-9-5 12-9-5 6-4-10 6-4-10 12-9-5 6-4-10 0- 0 - 4 5- 3 - 1 4 0- 0 - 4 10.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 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 12-9-5. (lb) - Max Horz 1=117(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-103(LC 6), 6=-102(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=260(LC 1), 8=284(LC 10), 6=284(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, 5 except (jt=lb) 8=103, 6=102. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V04 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416103 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-EFFHx5HIkgZ7UmD_hjhdAJf44Avctywg2UbbV5zDxT_ Scale = 1:34.5 1 2 3 43x8 6x6 3x8 2x4 9-11-11 9-11-11 4-11-13 4-11-13 9-11-11 4-11-13 0- 0 - 4 4- 1 - 1 4 0- 0 - 4 10.00 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) 0.38 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 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=183/9-11-11, 3=183/9-11-11, 4=371/9-11-11 Max Horz 1=-90(LC 4) Max Uplift1=-12(LC 6), 3=-17(LC 7), 4=-3(LC 6) 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, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V05 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416104 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:6c6KQaXlpRFOtmt6VZoupxzK8OV-iRpf9RHxV_h_6woAFQDsjXCF8aF2cQtpG8L80XzDxSz Scale = 1:25.8 1 2 3 42x4 3x4 2x4 2x4 7-2-1 7-2-1 3-7-1 3-7-1 7-2-1 3-7-1 0- 0 - 4 2- 1 1 - 1 4 0- 0 - 4 10.00 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) 0.36 0.22 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: 15 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=150/7-2-1, 3=150/7-2-1, 4=228/7-2-1 Max Horz 1=-64(LC 4) Max Uplift1=-22(LC 7), 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V06 Truss Type Valley Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416105 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:0cDqnM8gr2cXIbeoG49bV3zDxg3-iRpf9RHxV_h_6woAFQDsjXCJwaEscQQpG8L80XzDxSz Scale = 1:14.3 1 2 3 2x4 2x4 2x4 4-4-3 4-4-3 4-4-8 0-0-5 2-2-4 2-2-4 4-4-8 2-2-4 0- 0 - 4 1- 9 - 1 4 0- 0 - 4 10.00 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) 0.12 0.30 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: 8 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 4-4-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=152/4-3-14, 3=152/4-3-14 Max Horz 1=-37(LC 4) Max Uplift1=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V07 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416106 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-iRpf9RHxV_h_6woAFQDsjXCInaHJcQQpG8L80XzDxSz Scale = 1:15.4 1 2 3 2x4 2x4 2x4 2-4-7 2-4-7 0- 0 - 4 1- 1 1 - 1 1 10.00 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) 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 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 2-4-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=79/2-4-7, 3=79/2-4-7 Max Horz 1=50(LC 5) Max Uplift3=-17(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) 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V08 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416107 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-AeN1MnIZGHprj4NMp8k5FklTa_dMLq1zVo4hY_zDxSy Scale = 1:52.0 1 2 3 4 5 6 10 9 8 73x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-6-10 14-6-10 7-11-10 7-11-10 11-4-8 3-4-14 14-6-10 3-2-2 0- 0 - 4 3- 9 - 1 1 6- 7 - 1 1 3- 9 - 1 1 10.00 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) 0.19 0.09 0.23 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: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-10. (lb) - Max Horz 1=189(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 8 except 10=-122(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=318(LC 1), 10=348(LC 10), 8=305(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-254/160 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9, 8 except (jt=lb) 10=122. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V09 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416108 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-AeN1MnIZGHprj4NMp8k5FklPL_dOLr7zVo4hY_zDxSy Scale = 1:43.6 1 2 3 4 5 6 10 9 8 73x4 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 13-1-13 13-1-13 6-6-13 6-6-13 8-6-14 2-0-1 13-1-13 4-6-15 0- 0 - 4 3- 9 - 1 1 5- 5 - 1 1 3- 9 - 1 1 10.00 12 Plate Offsets (X,Y)-- [4:0-2-0,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) 0.40 0.09 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: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-1-13. (lb) - Max Horz 1=163(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 8 except 10=-105(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=336(LC 1), 10=296(LC 10), 8=302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-253/54 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9, 8 except (jt=lb) 10=105. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V10 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416109 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eqxQa7JB1bxiLEyZMrFKoyHYCNxU4J56kSqF5QzDxSx Scale = 1:34.1 1 2 3 4 5 8 7 63x8 6x6 3x6 2x4 2x4 2x4 2x4 2x4 11-9-1 11-9-1 5-2-1 5-2-1 5-9-5 0-7-4 11-9-1 5-11-12 0- 0 - 4 3- 9 - 1 1 4- 3 - 1 1 3- 9 - 1 1 10.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-2-1,Edge], [3:0-3-0,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) 0.52 0.23 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-1. (lb) - Max Horz 1=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=415(LC 1), 7=288(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-278/106 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 7. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 Job 85_BEAR_CREEK_STATES Truss V11 Truss Type GABLE Qty 1 Ply 1 85 Bear Creek States Job Reference (optional) I33416110 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 22 13:06:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eqxQa7JB1bxiLEyZMrFKoyHa1NzX4Jb6kSqF5QzDxSx Scale = 1:28.4 1 2 3 4 5 8 7 62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-4-4 10-4-4 4-6-13 4-6-13 10-4-4 5-9-7 0- 0 - 4 3- 9 - 1 1 10.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-9] 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) 0.40 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-4-4. (lb) - Max Horz 1=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=323(LC 1), 8=258(LC 1) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8. 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 22,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .