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HomeMy WebLinkAboutI33390933.81_Bear_Creek_StatesRe: Liu, Xuegang Pages or sheets covered by this seal: I33390933 thru I33390971 My license renewal date for the state of Indiana is July 31, 2018. 81_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: 81 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 21,2018 Job 81_BEAR_CREEK_STATES Truss GE02 Truss Type GABLE Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390933 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-4MTkH9?1CDnu1FyikenQ33punFE2kNeAxZNpgIzFCX0 Scale = 1:41.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-8 12-9-8 -0-11-0 0-11-0 6-4-12 6-4-12 12-9-8 6-4-12 13-8-8 0-11-0 1- 0 - 3 5- 3 - 6 1- 0 - 3 8.00 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) 0.10 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-8. (lb) - Max Horz 16=-126(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss GE03 Truss Type GABLE Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390934 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-YY16VV0fzWvkfPXuIMIfbGM3WfZNTq_JAD6MDkzFCX? Scale = 1:43.7 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 2x4 3x4 2x4 2x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0- 1 - 1 1 19-11-0 19-11-0 -0-11-0 0-11-0 5-8-9 5-8-9 14-2-7 8-5-15 19-11-0 5-8-9 20-10-0 0-11-0 1- 0 - 3 4- 8 - 3 4- 9 - 1 4 1- 0 - 3 4- 8 - 3 8.00 12 Plate Offsets (X,Y)-- [5:0-2-0,Edge], [10:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -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: 223 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.): 5-10. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 26=115(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 15, 19, 20, 21, 23, 24, 25, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 26, 15, 18, 19, 20, 21, 23, 24, 25, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) 26, 15, 19, 20, 21, 23, 24, 25, 17, 16. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss GE04 Truss Type GABLE Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390935 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-0lbUir0Hkq1bHZ54r3pu8UvE23vgCF4TPtsvlAzFCX_ Scale = 1:79.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x8 3x6 3x8 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 2x4 2x4 5x6 0- 1 - 1 3 37-11-0 37-11-0 -0-11-0 0-11-0 12-3-8 12-3-8 25-7-8 13-4-0 37-11-0 12-3-8 38-10-0 0-11-0 0- 1 0 - 3 6- 1 0 - 2 6- 1 1 - 1 5 0- 1 0 - 3 6- 1 0 - 2 6.00 12 Plate Offsets (X,Y)-- [9:0-3-0,Edge], [16:0-3-0,0-1-13], [24:0-4-8,0-1-8], [31:0-2-0,0-0-4], [45:0-4-8,0-1-8] 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) 0.12 0.04 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 23 23 24 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 536 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.): 9-16. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 37-11-0. (lb) - Max Horz 45=73(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 45, 24, 32, 33, 34, 35, 36, 38, 40, 41, 42, 43, 44, 29, 28, 27, 26, 25 Max Grav All reactions 250 lb or less at joint(s) 45, 24, 30, 32, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 29, 28, 27, 26, 25 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) 45, 24, 32, 33, 34, 35, 36, 38, 40, 41, 42, 43, 44, 29, 28, 27, 26, 25. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss GE05 Truss Type ROOF SPECIAL STRUCTU Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390936 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Ux9swA1vV89SujgHPnL7ghRGmS2txcTcdXbTGczFCWz Scale = 1:91.1 Sheet Back Right Option 0-3-10 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 1918 17 16 28 27 26 5x6 3x6 5x6 5x6 3x6 2x4 3x6 4x8 5x6 4x8 3x4 3x4 2x4 8x10 10x10 3x6 4x6 5x8 4x6 4x6 2x4 2x4 2x4 3x6 3x4 3x4 2x4 0- 1 - 1 3 0-3-10 2-2-13 2-2-13 3-7-5 1-4-9 9-0-9 5-5-4 18-8-0 9-7-7 24-4-0 5-8-0 26-4-0 2-0-0 30-3-7 3-11-7 37-7-8 7-4-1 39-3-14 1-8-6 39-7-8 0-3-10 2-2-13 2-2-13 3-7-5 1-4-9 5-2-6 1-7-1 5-6-0 0-3-10 11-10-7 6-4-7 18-8-0 6-9-9 24-4-0 5-8-0 24-7-10 0-3-10 26-4-0 1-8-6 34-1-10 7-9-10 39-7-8 5-5-14 40-6-8 0-11-0 1- 9 - 6 2- 6 - 5 7- 4 - 2 10 - 3 - 1 5 0- 1 0 - 3 7- 4 - 2 4.00 122.41 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-1-12,0-1-8], [5:0-1-12,0-1-8], [8:0-3-0,0-1-14], [10:0-3-12,0-1-12], [13:0-5-0,0-2-12], [14:0-3-8,Edge], [18:0-2-8,0-2-0], [20:0-4-0,0-1-8], [23:0-3-0,0-1-12], [24:0-2-8,0-2-0] 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) 0.70 0.87 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.66 0.16 (loc) 20-22 20-22 14 l/defl >999 >682 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-11: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-20,7-20,8-20: 2x4 SPF No.2, 1-25: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 2-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-4 max.): 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 8-20 REACTIONS.(lb/size) 25=1583/Mechanical, 14=1718/2-3-8, 16=-88/0-3-8, 16=-88/0-3-8 Max Horz 25=-109(LC 4) Max Uplift25=-76(LC 6), 14=-194(LC 7), 16=-88(LC 1), 16=-88(LC 1) Max Grav 25=1583(LC 1), 14=1718(LC 1), 16=122(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1457/210, 2-3=-1994/285, 3-4=-2143/302, 4-5=-2431/374, 5-6=-1872/338, 6-7=-1771/371, 7-8=-1853/373, 8-9=-2003/385, 9-10=-1937/386, 10-11=-2411/421, 11-12=-2517/389, 12-13=-2763/474, 13-14=-2895/447, 1-25=-1547/213 BOT CHORD 23-24=-142/1406, 22-23=-248/2160, 21-22=-170/2003, 20-21=-170/2003, 19-20=-165/2097, 18-19=-165/2097, 17-18=-149/2006, 16-17=-330/2330, 14-16=-330/2330 WEBS 2-23=-117/1077, 3-23=-488/41, 5-20=-617/193, 7-20=-189/1240, 8-20=-824/214, 17-28=-284/197, 12-28=-323/206, 2-24=-997/140, 10-27=-68/329, 17-27=-61/298, 1-24=-202/1672, 18-26=0/425, 10-26=0/464, 8-18=-318/57, 13-16=-26/293, 5-22=0/354, 4-23=-455/106 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 25, 16 except (jt=lb) 14=194. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss GE06 Truss Type GABLE Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390937 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-y7iE7W2YGRHJWtFTzUsMDv_ZNsaag98msBL0o3zFCWy Scale = 1:85.3 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 45 44 43 42 41 40 39 38 37 36 35 34 33 3231 30 29 28 27 26 25 24 3x8 3x6 3x6 3x8 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 2x4 2x4 2x4 3x6 39-11-0 39-11-0 -1-0-0 1-0-0 13-3-8 13-3-8 26-7-8 13-4-0 39-11-0 13-3-8 0- 1 0 - 3 7- 5 - 1 5 0- 1 0 - 3 7- 5 - 1 5 6.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-2-0], [17:0-3-0,0-2-0], [23:Edge,0-2-8], [45:0-4-8,0-1-8] 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) 0.13 0.08 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 24 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 594 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* 23-24: 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.): 10-17. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 39-11-0. (lb) - Max Horz 45=89(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 45, 31, 33, 34, 35, 36, 38, 40, 41, 42, 43, 44, 29, 28, 27, 26, 25 Max Grav All reactions 250 lb or less at joint(s) 45, 24, 30, 31, 33, 34, 35, 36, 38, 39, 40, 41, 42, 43, 44, 29, 28, 27, 26 except 25=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-15) 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) 45, 31, 33, 34, 35, 36, 38, 40, 41, 42, 43, 44, 29, 28, 27, 26, 25. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 13) BCSI1. 14) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 15) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss J01 Truss Type Jack-Open Girder Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390938 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-QKGdKs3A1lPA81qfXCNbm6XjaGwTPexv5r4aLVzFCWx Scale = 1:13.3 1 2 5 6 3 7 4 3x6 3-5-15 3-5-11 -1-2-6 1-2-6 3-5-15 3-5-15 0- 8 - 3 1- 7 - 1 4 0- 4 - 1 1- 3 - 1 3 1- 7 - 1 4 3.34 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/0-3-11, 3=78/Mechanical, 4=28/Mechanical Max Horz 5=52(LC 5) Max Uplift5=-57(LC 3), 3=-25(LC 5) Max Grav 5=231(LC 1), 3=78(LC 1), 4=58(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 1 lb up at 2-2-3 on top chord, and 2 lb down and 5 lb up at 2-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=5(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 21,2018 Job 81_BEAR_CREEK_STATES Truss J02 Truss Type Jack-Open Qty 3 Ply 1 81 Bear Creek States Job Reference (optional) I33390939 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-QKGdKs3A1lPA81qfXCNbm6XkTGx7Pexv5r4aLVzFCWx Scale = 1:13.3 1 2 5 3 4 3x6 2-11-0 2-11-0 -1-0-0 1-0-0 2-11-0 2-11-0 0- 8 - 3 1- 7 - 1 4 4.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=196/0-3-8, 3=63/Mechanical, 4=24/Mechanical Max Horz 5=52(LC 6) Max Uplift5=-46(LC 4), 3=-23(LC 6) Max Grav 5=196(LC 1), 3=63(LC 1), 4=47(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss J03 Truss Type Jack-Open Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390940 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-QKGdKs3A1lPA81qfXCNbm6XkTGxWPexv5r4aLVzFCWx Scale = 1:11.5 1 2 5 3 43x6 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0- 8 - 3 1- 4 - 3 1- 0 - 0 1- 4 - 3 4.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=170/0-3-8, 3=35/Mechanical, 4=10/Mechanical Max Horz 5=43(LC 6) Max Uplift5=-48(LC 4), 3=-13(LC 6) Max Grav 5=170(LC 1), 3=35(LC 1), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss J04 Truss Type Jack-Open Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390941 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-vWq?YC4oo3X1lAPs4vuqIK3vDgHj85B2JVq7txzFCWw Scale = 1:11.3 1 2 5 3 43x6 1-10-15 1-10-15 -1-0-0 1-0-0 1-10-15 1-10-15 0- 8 - 3 1- 3 - 1 3 0- 1 1 - 1 0 1- 3 - 1 3 4.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.11 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=168/0-3-8, 3=32/Mechanical, 4=8/Mechanical Max Horz 5=42(LC 6) Max Uplift5=-49(LC 4), 3=-12(LC 6) Max Grav 5=168(LC 1), 3=32(LC 1), 4=27(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss J05 Truss Type Jack-Open Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390942 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-vWq?YC4oo3X1lAPs4vuqIK3vEgHg85B2JVq7txzFCWw Scale = 1:11.3 1 2 5 3 4 3x6 2-5-5 2-5-5 -1-0-0 1-0-0 2-5-5 2-5-5 0- 7 - 9 1- 3 - 1 5 3.41 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-8] 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) 0.11 0.04 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=181/0-3-8, 3=48/Mechanical, 4=17/Mechanical Max Horz 5=40(LC 6) Max Uplift5=-49(LC 4), 3=-16(LC 6) Max Grav 5=181(LC 1), 3=48(LC 1), 4=37(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss J06 Truss Type Jack-Open Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390943 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-vWq?YC4oo3X1lAPs4vuqIK3vEgHe85B2JVq7txzFCWw Scale = 1:11.4 1 2 5 3 4 3x6 2-6-1 2-6-1 -1-0-0 1-0-0 2-6-1 2-6-1 0- 7 - 9 1- 4 - 1 3.39 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-8] 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) 0.11 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=183/0-3-8, 3=50/Mechanical, 4=18/Mechanical Max Horz 5=40(LC 6) Max Uplift5=-49(LC 4), 3=-16(LC 6) Max Grav 5=183(LC 1), 3=50(LC 1), 4=38(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss J07 Truss Type Jack-Open Girder Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390944 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-NiONlY4QZMfuNK_2ecP3rXc334cwtYRCY9ZgPOzFCWv Scale = 1:13.3 1 2 5 6 3 7 4 3x6 3-6-2 3-5-14 -1-2-7 1-2-7 3-6-2 3-6-2 0- 8 - 3 1- 7 - 1 4 0- 4 - 1 1- 3 - 1 3 1- 7 - 1 4 3.32 12 Plate Offsets (X,Y)-- [5:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=232/0-3-11, 3=79/Mechanical, 4=29/Mechanical Max Horz 5=52(LC 5) Max Uplift5=-57(LC 3), 3=-25(LC 5) Max Grav 5=232(LC 1), 3=79(LC 1), 4=58(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 3 lb up at 2-3-8 on top chord, and 2 lb down and 4 lb up at 2-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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, 4-5=-20 Concentrated Loads (lb) Vert: 7=4(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 21,2018 Job 81_BEAR_CREEK_STATES Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 81 Bear Creek States Job Reference (optional) I33390945 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-NiONlY4QZMfuNK_2ecP3rXc2C4cFtWkCY9ZgPOzFCWv Scale = 1:16.2 1 2 3 6 5 4 7 8 3x8 2x4 3x6 2x4 4-4-8 4-4-8 -0-11-0 0-11-0 4-4-8 4-4-8 0- 8 - 3 2- 1 - 1 1 1- 2 - 1 2 2- 1 - 1 1 4.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-4], [6:0-3-4,0-1-8] 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) 0.22 0.08 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 5-6 5-6 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=238/0-3-8, 8=145/0-1-8 Max Horz 6=62(LC 6) Max Uplift6=-75(LC 4), 8=-47(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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 exposed; porch 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) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T01 Truss Type Roof Special Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390946 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-rvylzu52Kgnl?UZECKwINl839ToqcocLnpJEyqzFCWu Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 12x18 MT18HS 3x6 5x6 3x6 3x6 3x12 2x4 4x6 4x6 2x4 4x8 3x4 3x4 3x6 10x10 3x6 7-1-15 7-1-15 15-10-11 8-8-12 24-7-4 8-8-9 31-6-14 6-11-10 39-7-8 8-0-10 0-10-15 0-10-15 7-1-15 6-3-0 13-5-0 6-3-0 19-8-0 6-3-0 24-7-4 4-11-4 29-6-8 4-11-4 34-5-12 4-11-4 39-7-8 5-1-12 40-7-8 1-0-0 1- 3 - 4 10 - 9 - 1 5 0- 1 0 - 3 2.40 12 6.00 12 Plate Offsets (X,Y)-- [1:0-7-4,0-2-8], [8:0-1-12,0-1-8], [13:Edge,0-3-8], [19:0-4-0,0-1-8] 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) 0.85 0.70 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.14 (loc) 16-17 16-17 13 l/defl >999 >951 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 175 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-19,6-17,6-16: 2x4 SPF No.2, 1-20: 2x6 SP No.1, 11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-13 REACTIONS.(lb/size) 20=1569/Mechanical, 13=1640/0-3-8 Max Horz 20=-126(LC 4) Max Uplift20=-75(LC 6), 13=-113(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1365/225, 2-3=-2501/319, 3-4=-2349/338, 4-5=-2502/460, 5-6=-2008/420, 6-7=-2108/467, 7-8=-2108/372, 8-9=-2415/369, 9-10=-2481/355, 10-11=-563/105, 1-20=-1502/231, 11-13=-460/145 BOT CHORD 19-20=-151/1030, 18-19=-99/1882, 17-18=-99/1882, 16-17=0/1466, 15-16=-151/2102, 14-15=-151/2102, 13-14=-225/2189 WEBS 2-19=-59/1152, 4-19=-381/199, 5-19=-115/485, 5-17=-557/228, 6-17=-115/757, 6-16=-179/874, 7-16=-310/153, 8-16=-436/132, 8-14=0/260, 10-13=-2069/273 NOTES-(8-11) 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 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) 20 except (jt=lb) 13=113. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T02 Truss Type COMMON Qty 3 Ply 1 81 Bear Creek States Job Reference (optional) I33390947 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-rvylzu52Kgnl?UZECKwINl81MTvpc_OLnpJEyqzFCWu Scale = 1:41.3 1 2 3 4 5 8 7 6 4x6 5x12 5x12 2x4 6-4-12 6-4-12 12-9-8 6-4-12 -0-11-0 0-11-0 6-4-12 6-4-12 12-9-8 6-4-12 13-8-8 0-11-0 1- 0 - 3 5- 3 - 6 1- 0 - 3 8.00 12 Plate Offsets (X,Y)-- [6: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) 0.96 0.25 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 6 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 2x4 SPF-S Stud *Except* 3-7: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=564/0-3-8, 6=564/0-3-8 Max Horz 8=-126(LC 4) Max Uplift8=-53(LC 6), 6=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/77, 3-4=-523/77, 2-8=-499/121, 4-6=-499/121 BOT CHORD 7-8=0/338, 6-7=0/338 WEBS 3-7=0/260 NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T03 Truss Type Common Qty 3 Ply 1 81 Bear Creek States Job Reference (optional) I33390948 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-rvylzu52Kgnl?UZECKwINl86gTp5cqmLnpJEyqzFCWu Scale = 1:61.5 1 2 3 4 5 10 9 8 7 6 3x4 4x6 3x4 3x4 3x4 3x8 3x4 3x4 4x6 2x4 1-0-0 1-0-0 9-11-8 8-11-8 19-11-0 9-11-8 5-8-0 5-8-0 9-11-8 4-3-7 14-2-15 4-3-8 19-11-0 5-8-1 1- 0 - 3 7- 7 - 1 4 1- 0 - 3 8.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-1-4], [6:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.62 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.53 0.02 (loc) 6-7 6-7 6 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 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* 1-10,5-6: 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) 6=750/0-3-8, 9=820/0-3-8 Max Horz 9=179(LC 5) Max Uplift6=-31(LC 7), 9=-48(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-695/120, 3-4=-694/120, 4-5=-350/72, 5-6=-299/74 BOT CHORD 8-9=-46/607, 7-8=-46/607, 6-7=-10/664 WEBS 3-7=-61/468, 4-6=-570/47, 2-9=-771/110 NOTES-(6-9) 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) 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, 9. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T04 Truss Type Hip Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390949 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-J5W7AE6g4_wcce8Qm1SXwyhCgt9zLKVV0T2nUGzFCWt Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x8 5x8 3x6 10x10 3x6 3x4 3x6 3x4 3x8 3x4 3x6 10x10 3x6 7-7-0 7-7-0 14-11-8 7-4-8 22-11-8 8-0-0 30-4-0 7-4-8 37-11-0 7-7-0 -1-0-0 1-0-0 7-7-0 7-7-0 14-11-8 7-4-8 22-11-8 8-0-0 30-4-0 7-4-8 37-11-0 7-7-0 38-11-0 1-0-0 0- 1 0 - 3 8- 3 - 1 5 0- 1 0 - 3 8- 3 - 1 5 6.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-4-8,0-1-12], [6:0-4-8,0-1-12], [7:0-1-12,0-1-8], [11:Edge,0-7-13], [12:0-2-0,0-1-8], [17:0-2-0,0-1-8], [18:Edge,0-7-13] 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) 0.99 0.64 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.39 0.11 (loc) 15-17 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 4-15,5-14,7-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size) 18=1574/0-3-8, 11=1574/0-3-8 Max Horz 18=-86(LC 4) Max Uplift18=-92(LC 6), 11=-92(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2498/301, 3-4=-2319/322, 4-5=-2017/323, 5-6=-1715/329, 6-7=-2017/323, 7-8=-2318/322, 8-9=-2498/301, 2-18=-1497/268, 9-11=-1497/268 BOT CHORD 17-18=-140/577, 16-17=-163/2143, 15-16=-163/2143, 14-15=-31/1715, 13-14=-163/2143, 12-13=-163/2143, 11-12=-91/578 WEBS 4-15=-519/152, 5-15=0/493, 6-14=0/494, 7-14=-518/153, 2-17=-72/1571, 9-12=-72/1571 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, 11. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T05 Truss Type Hip Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390950 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-nH4WOa7IrH2TEojdJlzmTAEOjHSA4qZeE7oL0izFCWs Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x8 6x10 5x8 3x8 6x10 3x6 3x4 4x6 3x4 3x8 3x4 4x6 6x10 3x6 8-11-0 8-11-0 17-7-8 8-8-8 20-3-8 2-8-0 29-0-0 8-8-8 37-11-0 8-11-0 -1-0-0 1-0-0 8-11-0 8-11-0 17-7-8 8-8-8 20-3-8 2-8-0 29-0-0 8-8-8 37-11-0 8-11-0 38-11-0 1-0-0 0- 1 0 - 3 9- 7 - 1 5 0- 1 0 - 3 9- 7 - 1 5 6.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-7-0,0-2-0], [6:0-5-0,0-2-0], [7:0-1-12,0-1-8], [11:0-7-9,0-3-0], [12:0-2-8,0-2-0], [17:0-2-8,0-2-0], [18:0-7-9,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.77 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.11 (loc) 15-17 15-17 11 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 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* 4-17,7-12: 2x3 SPF No.2, 2-18,9-11: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-1 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size) 18=1574/0-3-8, 11=1574/0-3-8 Max Horz 18=-99(LC 4) Max Uplift18=-104(LC 6), 11=-104(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2496/312, 3-4=-2284/337, 4-5=-1831/332, 5-6=-1528/343, 6-7=-1832/332, 7-8=-2283/337, 8-9=-2495/312, 2-18=-1491/281, 9-11=-1491/281 BOT CHORD 17-18=-200/669, 16-17=-162/2130, 15-16=-162/2130, 14-15=0/1527, 13-14=-162/2129, 12-13=-162/2129, 11-12=-140/671 WEBS 4-17=0/303, 4-15=-723/188, 5-15=-30/465, 6-14=-30/468, 7-14=-721/188, 7-12=0/301, 2-17=-22/1465, 9-12=-22/1462 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 18 = 8%, joint 11 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=104, 11=104. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T06 Truss Type COMMON Qty 4 Ply 1 81 Bear Creek States Job Reference (optional) I33390951 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-nH4WOa7IrH2TEojdJlzmTAEQCHSt4jReE7oL0izFCWs Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 5x6 3x6 3x6 3x8 3x4 3x4 3x6 3x4 3x4 3x6 3x6 10x10 10x10 9-6-6 9-6-6 18-11-8 9-5-2 28-4-10 9-5-2 37-11-0 9-6-6 -0-11-0 0-11-0 5-9-8 5-9-8 12-8-13 6-11-4 18-11-8 6-2-11 25-2-3 6-2-11 32-1-7 6-11-4 37-11-0 5-9-9 38-10-0 0-11-0 0- 1 0 - 3 10 - 3 - 1 5 0- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10: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) 0.81 0.79 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.52 0.15 (loc) 12-13 12-13 12 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 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* 6-15,7-15,5-15: 2x4 SPF No.2, 2-18,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15, 3-18, 9-12 REACTIONS.(lb/size) 18=1569/0-3-8, 12=1569/0-3-8 Max Horz 18=-106(LC 4) Max Uplift18=-106(LC 6), 12=-106(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/101, 3-4=-2314/334, 4-5=-2194/353, 5-6=-1698/348, 6-7=-1698/348, 7-8=-2194/353, 8-9=-2314/334, 9-10=-587/101, 2-18=-464/139, 10-12=-464/139 BOT CHORD 17-18=-226/2117, 16-17=-109/1849, 15-16=-109/1849, 14-15=-109/1849, 13-14=-109/1849, 12-13=-226/2117 WEBS 6-15=-180/1113, 7-15=-644/194, 7-13=0/426, 5-15=-644/194, 5-17=0/426, 3-18=-1946/278, 9-12=-1946/278 NOTES-(6-9) 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) 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) except (jt=lb) 18=106, 12=106. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T07 Truss Type Common Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390952 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-FTeubw7xcbAKsyHptSU??NmcOho5p7noTnXuY9zFCWr Scale = 1:79.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 3x6 3x4 3x6 3x4 3x8 3x4 3x4 3x6 3x6 4x6 10x10 3x6 9-6-2 9-6-2 18-8-0 9-1-14 28-1-6 9-5-6 37-7-8 9-6-2 6-4-5 6-4-5 12-6-3 6-1-13 18-8-0 6-1-13 24-11-0 6-3-0 31-2-0 6-3-0 37-7-8 6-5-8 38-7-8 1-0-0 0- 1 1 - 1 5 10 - 3 - 1 5 0- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [11:Edge,0-3-8], [17:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.79 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.52 0.15 (loc) 16-17 16-17 11 l/defl >999 >857 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 2x3 SPF No.2 *Except* 4-14,5-14,6-14: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud 9-11: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 3-17, 7-11 REACTIONS.(lb/size) 17=1492/Mechanical, 11=1563/0-3-8 Max Horz 17=-121(LC 4) Max Uplift17=-71(LC 6), 11=-109(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/80, 2-3=-336/98, 3-4=-2240/358, 4-5=-1671/345, 5-6=-1673/344, 6-7=-2291/360, 7-8=-565/157, 8-9=-715/140, 1-17=-342/97, 9-11=-553/180 BOT CHORD 16-17=-198/2027, 15-16=-97/1800, 14-15=-97/1800, 13-14=-103/1826, 12-13=-103/1826, 11-12=-204/2094 WEBS 4-16=0/402, 4-14=-610/183, 5-14=-171/1077, 6-14=-636/189, 6-12=0/436, 3-17=-2001/265, 7-11=-1790/207 NOTES-(7-10) 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) 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) 17 except (jt=lb) 11=109. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T08 Truss Type Roof Special Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390953 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-FTeubw7xcbAKsyHptSU??Nmeyhnlp9BoTnXuY9zFCWr Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 5x6 3x6 5x6 3x6 2x4 3x6 4x6 4x6 3x4 3x8 3x4 3x4 4x6 5x6 10x10 3x8 2-2-14 2-2-14 10-11-7 8-8-9 19-8-0 8-8-9 30-1-7 10-5-7 39-7-8 9-6-1 2-2-14 2-2-14 10-11-7 8-8-9 19-8-0 8-8-9 26-3-0 6-7-0 32-10-0 6-7-0 39-7-8 6-9-8 40-7-8 1-0-0 1- 8 - 0 10 - 9 - 1 5 0- 1 0 - 3 2.40 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-2-4], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [11:0-3-4,0-3-4], [16:0-2-8,0-2-0], [17:0-2-0,0-1-12] 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) 0.62 0.87 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.73 0.15 (loc) 12-14 12-14 11 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,2-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,4-14,5-14,6-14: 2x4 SPF No.2, 1-18,8-11: 2x4 SPF-S Stud 9-11: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 8-11 REACTIONS.(lb/size) 18=1572/Mechanical, 11=1643/0-3-8 Max Horz 18=-131(LC 4) Max Uplift18=-75(LC 6), 11=-112(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1801/226, 2-3=-2443/333, 3-4=-2233/360, 4-5=-1810/354, 5-6=-1770/362, 6-7=-2372/387, 7-8=-2457/367, 8-9=-763/182, 1-18=-1583/170, 9-11=-582/194 BOT CHORD 16-17=-160/1829, 15-16=-148/2098, 14-15=-148/2098, 13-14=-113/1928, 12-13=-113/1928, 11-12=-215/2235 WEBS 2-17=-1097/242, 2-16=-1/275, 4-16=0/316, 4-14=-766/208, 5-14=-154/1091, 6-14=-666/200, 6-12=-7/479, 1-17=-240/2133, 8-11=-1906/197 NOTES-(7-10) 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) 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) 18 except (jt=lb) 11=112. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T09 Truss Type Roof Special Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390954 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-jgBGoF8ZNvIBT5s?RA?EYbJkc58SYgfxiRHR5bzFCWq Scale = 1:91.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 5x6 5x6 3x8 5x6 5x8 5x8 3x8 2x4 3x8 4x6 4x6 3x4 3x4 3x8 3x8 3x4 4x6 4x6 6x10 3x6 2-1-11 2-1-11 3-6-13 1-5-1 11-1-6 7-6-10 20-0-11 8-11-4 22-0-11 2-0-0 30-8-13 8-8-3 39-7-8 8-10-11 2-1-11 2-1-11 3-6-13 1-5-1 11-1-6 7-6-10 18-8-0 7-6-10 20-0-11 1-4-11 22-0-11 2-0-0 30-8-13 8-8-3 39-7-8 8-10-11 40-7-8 1-0-0 1- 9 - 6 2- 5 - 1 5 9- 7 - 1 0 10 - 3 - 1 5 0- 1 0 - 3 9- 7 - 1 0 4.00 122.40 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-8,0-2-4], [5:0-1-12,0-1-8], [7:0-5-8,0-3-0], [8:0-5-0,0-2-0], [9:0-1-12,0-1-8], [13:0-7-9,0-3-0], [14:0-2-8,0-2-0], [20:0-2-8,0-1-8], [21:0-2-8 ,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) 0.95 0.78 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.54 0.13 (loc) 17-19 17-19 13 l/defl >999 >873 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 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* 2-21,2-20,3-20,3-19,5-19,9-14,1-21: 2x3 SPF No.2, 1-22: 2x4 SPF-S Stud 11-13: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16 REACTIONS.(lb/size) 22=1572/Mechanical, 13=1643/0-3-8 Max Horz 22=-118(LC 7) Max Uplift22=-72(LC 6), 13=-118(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1498/211, 2-3=-2032/276, 3-4=-2398/330, 4-5=-2216/353, 5-6=-1793/349, 6-7=-1776/378, 7-8=-1663/361, 8-9=-1981/352, 9-10=-2419/355, 10-11=-2631/330, 1-22=-1535/210, 11-13=-1560/290 BOT CHORD 20-21=-107/1349, 19-20=-182/2041, 18-19=-131/2068, 17-18=-131/2068, 16-17=-9/1655, 15-16=-179/2250, 14-15=-179/2250, 13-14=-142/680 WEBS 2-21=-1014/95, 2-20=-136/1266, 3-20=-967/207, 5-19=0/349, 5-17=-724/178, 6-17=-174/1154, 7-17=-698/134, 8-16=0/454, 9-16=-709/185, 9-14=0/294, 1-21=-199/1681, 11-14=-37/1574 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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 13 = 8% 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) 22 except (jt=lb) 13=118. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T10 Truss Type Roof Special Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390955 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Bsle0b9B8CQ25FRC?tWT4os_3UUTH534w50?d1zFCWp Scale = 1:97.8 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 5x12 3x8 5x6 5x8 5x6 3x6 2x4 3x6 4x10 4x6 4x6 4x6 3x8 3x4 3x8 4x6 10x10 3x8 4-0-12 4-0-12 4-5-1 0-4-5 13-6-14 9-1-13 22-8-11 9-1-13 24-8-11 2-0-0 32-0-13 7-4-3 39-7-8 7-6-11 4-0-12 4-0-12 4-5-1 0-4-5 11-6-9 7-1-8 18-8-0 7-1-8 22-8-11 4-0-11 24-8-11 2-0-0 32-0-13 7-4-3 39-7-8 7-6-11 40-7-8 1-0-0 1- 9 - 6 3- 1 - 1 0 8- 3 - 1 0 10 - 3 - 1 5 0- 1 0 - 3 8- 3 - 1 0 4.00 12 2.41 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [2:0-4-12,0-2-12], [8:0-3-8,0-2-4], [9:0-1-12,0-1-8], [13:Edge,0-7-13], [14:0-2-8,0-1-8], [17:0-2-8,0-2-0], [20:0-4-8,0-2-0] 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) 0.58 0.79 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.55 0.12 (loc) 19-20 19-20 13 l/defl >999 >851 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SP 2400F 2.0E, 4-6,8-10,3-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,5-20,6-19,6-17,9-15: 2x4 SPF No.2, 1-21: 2x4 SPF-S Stud 11-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-4 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 7-17, 7-15, 9-15 REACTIONS.(lb/size) 21=1572/Mechanical, 13=1643/0-3-8 Max Horz 21=-118(LC 7) Max Uplift21=-72(LC 6), 13=-118(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2233/290, 2-3=-2265/328, 3-4=-2355/375, 4-5=-2279/398, 5-6=-2214/438, 6-7=-2163/449, 7-8=-1837/360, 8-9=-2154/358, 9-10=-2457/352, 10-11=-2636/331, 1-21=-1544/201, 11-13=-1568/282 BOT CHORD 19-20=-135/2027, 18-19=-3/1539, 17-18=-3/1539, 16-17=-62/1900, 15-16=-62/1900, 14-15=-190/2268, 13-14=-89/571 WEBS 2-20=-675/206, 5-19=-517/245, 6-19=-130/780, 6-17=-161/977, 7-17=-769/226, 7-15=-320/15, 8-15=-37/585, 9-15=-538/149, 1-20=-238/2211, 11-14=-101/1703 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 21 except (jt=lb) 13=118. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T11 Truss Type Roof Special Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390956 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-Bsle0b9B8CQ25FRC?tWT4osxTUaHH5K4w50?d1zFCWp Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 5x6 3x6 5x6 3x6 3x4 4x8 5x8 4x6 4x6 2x4 4x8 3x6 4x6 8x8 4x8 2-6-4 2-6-4 14-1-14 11-7-9 24-11-0 10-9-2 37-7-8 12-8-8 2-6-4 2-6-4 10-7-2 8-0-14 18-8-0 8-0-14 24-11-0 6-3-0 31-2-0 6-3-0 37-7-8 6-5-8 38-7-8 1-0-0 1- 9 - 0 10 - 3 - 1 5 0- 1 0 - 3 2.41 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [2:0-2-8,0-2-12], [11:0-3-8,0-5-4], [16:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.81 0.42 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.07 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-16,5-15,5-12: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud, 9-11: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 7-11 REACTIONS.(lb/size) 17=1489/Mechanical, 11=1565/0-3-8 Max Horz 17=-124(LC 4) Max Uplift17=-72(LC 6), 11=-111(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1835/189, 2-3=-2148/296, 3-4=-1955/321, 4-5=-2025/390, 5-6=-2178/452, 6-7=-2172/328, 7-8=-785/112, 8-9=-931/83, 1-17=-1469/134, 9-11=-648/164 BOT CHORD 15-16=-155/1953, 14-15=0/1402, 13-14=0/1402, 12-13=0/1402, 11-12=-227/2083 WEBS 2-16=-873/221, 4-15=-507/247, 5-15=-90/738, 5-12=-161/915, 6-12=-413/202, 7-12=-271/177, 1-16=-183/2055, 7-11=-1545/281 NOTES-(7-10) 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) 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) 17 except (jt=lb) 11=111. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T12 Truss Type Roof Special Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390957 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-g2J0DxApvWYujP0OYb1id0O3fupl0VqE9kmY9UzFCWo Scale = 1:85.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 5x6 3x6 5x6 3x6 2x4 3x6 5x6 4x6 3x4 3x8 3x4 3x4 3x6 5x6 10x10 3x6 1-2-3 1-2-3 9-11-1 8-8-15 18-8-0 8-8-15 28-4-5 9-8-5 37-7-8 9-3-3 1-2-3 1-2-3 9-11-1 8-8-15 18-8-0 8-8-15 24-11-0 6-3-0 31-2-0 6-3-0 37-7-8 6-5-8 38-7-8 1-0-0 1- 4 - 3 10 - 3 - 1 5 0- 1 0 - 3 2.41 12 6.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-2-0], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [11:Edge,0-3-8], [16:0-2-8,0-2-0], [17:0-2-8,0-2-4] 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) 0.97 0.79 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.54 0.14 (loc) 12-14 12-14 11 l/defl >999 >827 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-16,4-14,5-14,6-14,9-11: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 8-11 REACTIONS.(lb/size) 18=1492/Mechanical, 11=1563/0-3-8 Max Horz 18=-123(LC 4) Max Uplift18=-71(LC 6), 11=-109(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1259/138, 2-3=-2348/312, 3-4=-2137/339, 4-5=-1720/334, 5-6=-1674/344, 6-7=-2216/363, 7-8=-2304/346, 8-9=-695/159, 1-18=-1549/104, 9-11=-543/180 BOT CHORD 16-17=-118/1355, 15-16=-146/2011, 14-15=-146/2011, 13-14=-103/1822, 12-13=-103/1822, 11-12=-202/2099 WEBS 2-17=-1245/294, 2-16=-39/662, 4-16=0/289, 4-14=-737/200, 5-14=-138/1013, 6-14=-631/186, 6-12=-3/442, 1-17=-192/1849, 8-11=-1817/203 NOTES-(7-10) 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) 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) 18 except (jt=lb) 11=109. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T13 Truss Type Common Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390958 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-g2J0DxApvWYujP0OYb1id0O6yuoK0XhE9kmY9UzFCWo Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 3x8 3x4 3x6 3x4 3x8 3x4 3x4 3x6 3x6 4x6 3x8 10x10 9-0-10 9-0-10 19-8-0 10-7-6 30-3-6 10-7-6 39-7-8 9-4-2 5-2-7 5-2-7 11-10-8 6-8-1 19-8-0 7-9-8 27-5-9 7-9-9 34-1-10 6-8-1 39-7-8 5-5-14 40-6-8 0-11-0 0- 1 1 - 1 5 10 - 9 - 1 5 0- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [8:0-2-12,0-1-8], [9: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) 0.83 0.88 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.70 0.17 (loc) 14-16 14-16 11 l/defl >999 >675 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 2x3 SPF No.2 *Except* 4-14,5-14,6-14: 2x4 SPF No.2, 1-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 2-17, 8-11 REACTIONS.(lb/size) 17=1572/Mechanical, 11=1638/0-3-8 Max Horz 17=-125(LC 4) Max Uplift17=-75(LC 6), 11=-110(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-355/67, 2-3=-2416/355, 3-4=-2251/361, 4-5=-1795/355, 5-6=-1795/355, 6-7=-2299/365, 7-8=-2464/359, 8-9=-579/105, 1-17=-272/70, 9-11=-461/141 BOT CHORD 16-17=-226/2124, 15-16=-137/1993, 14-15=-137/1993, 13-14=-140/2020, 12-13=-140/2020, 11-12=-236/2216 WEBS 4-16=0/379, 4-14=-675/207, 5-14=-142/1075, 6-14=-705/210, 6-12=0/415, 2-17=-2226/315, 8-11=-2076/284 NOTES-(7-10) 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) 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) 17 except (jt=lb) 11=110. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T14 Truss Type Common Qty 3 Ply 1 81 Bear Creek States Job Reference (optional) I33390959 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-8FtPRHARgqglKZba6IYxADxM6I8ulzENOOV6hwzFCWn Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x6 5x6 3x6 3x6 3x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x6 10-1-0 10-1-0 19-11-8 9-10-8 29-10-0 9-10-8 39-11-0 10-1-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-4-8 6-7-0 19-11-8 6-7-0 26-6-8 6-7-0 33-1-8 6-7-0 39-11-0 6-9-8 40-11-0 1-0-0 0- 1 0 - 3 10 - 9 - 1 5 0- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10: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) 0.48 0.86 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.63 0.17 (loc) 12-13 12-13 12 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 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* 6-15,7-15,5-15: 2x4 SPF No.2, 2-18,10-12: 2x4 SPF 2100F 1.8E 3-18,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15, 3-18, 9-12 REACTIONS.(lb/size) 18=1654/0-3-8, 12=1654/0-3-8 Max Horz 18=-110(LC 4) Max Uplift18=-113(LC 6), 12=-113(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/168, 3-4=-2447/360, 4-5=-2363/382, 5-6=-1791/365, 6-7=-1791/365, 7-8=-2363/382, 8-9=-2447/360, 9-10=-784/168, 2-18=-592/188, 10-12=-592/188 BOT CHORD 17-18=-223/2243, 16-17=-113/1954, 15-16=-113/1954, 14-15=-113/1954, 13-14=-113/1954, 12-13=-223/2243 WEBS 6-15=-181/1160, 7-15=-675/199, 7-13=0/462, 5-15=-675/199, 5-17=0/462, 3-18=-1893/221, 9-12=-1893/221 NOTES-(7-10) 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) The Fabrication Tolerance at joint 2 = 12%, joint 10 = 12% 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) except (jt=lb) 18=113, 12=113. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T15 Truss Type Common Qty 4 Ply 1 81 Bear Creek States Job Reference (optional) I33390960 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-8FtPRHARgqglKZba6IYxADxM6I8uly6NOOV6hwzFCWn Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 3x6 3x6 3x8 3x4 3x4 4x6 3x4 3x4 4x6 10x10 10x10 3x6 10-1-0 10-1-0 19-11-8 9-10-8 29-10-0 9-10-8 39-11-0 10-1-0 -1-0-0 1-0-0 6-9-8 6-9-8 13-4-8 6-7-0 19-11-8 6-7-0 26-6-8 6-7-0 33-1-8 6-7-0 39-11-0 6-9-8 0- 1 0 - 3 10 - 9 - 1 5 0- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [5:0-1-12,0-1-8], [7:0-1-12,0-1-8], [10: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) 0.48 0.86 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.63 0.17 (loc) 16-17 16-17 11 l/defl >999 >758 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 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* 6-14,7-14,5-14: 2x4 SPF No.2, 2-17,10-11: 2x4 SPF 2100F 1.8E 3-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14, 3-17, 9-11 REACTIONS.(lb/size) 17=1655/0-3-8, 11=1584/Mechanical Max Horz 17=122(LC 5) Max Uplift17=-113(LC 6), 11=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-785/168, 3-4=-2449/361, 4-5=-2364/383, 5-6=-1794/366, 6-7=-1793/366, 7-8=-2296/386, 8-9=-2457/354, 9-10=-637/117, 2-17=-592/188, 10-11=-438/110 BOT CHORD 16-17=-254/2245, 15-16=-145/1955, 14-15=-145/1955, 13-14=-145/1956, 12-13=-145/1956, 11-12=-261/2260 WEBS 6-14=-182/1161, 7-14=-675/200, 7-12=-2/467, 5-14=-675/199, 5-16=0/462, 3-17=-1895/221, 9-11=-2055/278 NOTES-(8-11) 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) The Fabrication Tolerance at joint 2 = 12%, joint 10 = 12% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 17=113. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T16 Truss Type Hip Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390961 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-cRRnedB3R7ocyjAng?4AiRUXLiVeUQFXd2FfEMzFCWm Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 5x6 5x8 3x6 3x6 3x4 4x6 3x4 3x8 3x4 3x4 3x4 4x6 10x10 10x10 3x6 9-5-0 9-5-0 18-7-8 9-2-8 21-3-8 2-8-0 30-6-0 9-2-8 39-11-0 9-5-0 -1-0-0 1-0-0 6-4-3 6-4-3 12-5-13 6-1-11 18-7-8 6-1-11 21-3-8 2-8-0 27-5-3 6-1-11 33-6-13 6-1-11 39-11-0 6-4-3 0- 1 0 - 3 10 - 1 - 1 5 0- 1 0 - 3 10 - 1 - 1 5 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [5:0-1-12,0-1-8], [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [8:0-1-12,0-1-8], [12: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) 0.45 0.83 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.61 0.17 (loc) 13-15 13-15 12 l/defl >999 >786 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 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* 4-18,5-18,8-13,9-13: 2x3 SPF No.2, 2-19,11-12: 2x4 SPF 2100F 1.8E 4-19,9-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-15 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-16, 8-15, 4-19, 9-12 REACTIONS.(lb/size) 19=1655/0-3-8, 12=1584/Mechanical Max Horz 19=116(LC 5) Max Uplift19=-108(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-725/141, 3-4=-611/157, 4-5=-2476/373, 5-6=-1876/363, 6-7=-1602/358, 7-8=-1875/363, 8-9=-2486/377, 9-10=-475/114, 10-11=-589/96, 2-19=-557/180, 11-12=-409/105 BOT CHORD 18-19=-248/2245, 17-18=-153/2006, 16-17=-153/2006, 15-16=-28/1600, 14-15=-153/2007, 13-14=-153/2007, 12-13=-255/2261 WEBS 5-18=0/426, 5-16=-621/185, 6-16=-70/553, 7-15=-71/566, 8-15=-625/186, 8-13=0/432, 4-19=-1958/221, 9-12=-2108/269 NOTES-(10-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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 2 = 16% 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) 12 except (jt=lb) 19=108. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 11) BCSI1. 12) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 13) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T17 Truss Type Hip Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390962 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-cRRnedB3R7ocyjAng?4AiRUQwiXzUUyXd2FfEMzFCWm Scale = 1:83.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 5x10 MT18HS 5x8 3x6 6x10 3x6 3x4 3x8 3x4 3x8 3x4 4x6 10x10 3x6 8-1-0 8-1-0 15-11-8 7-10-8 23-11-8 8-0-0 31-10-0 7-10-8 39-11-0 8-1-0 -1-0-0 1-0-0 8-1-0 8-1-0 15-11-8 7-10-8 23-11-8 8-0-0 31-10-0 7-10-8 39-11-0 8-1-0 0- 1 0 - 3 8- 9 - 1 5 0- 1 0 - 3 8- 9 - 1 5 6.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-8], [5:0-6-8,0-1-12], [6:0-4-8,0-1-12], [7:0-1-12,0-1-8], [10:Edge,0-7-13], [11:0-2-8,0-2-0], [16:0-2-8,0-1-8], [17:0-7-4,0-2-4] 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) 0.93 0.68 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.43 0.12 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2, 2-17,9-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-11 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size) 17=1655/0-3-8, 10=1584/Mechanical Max Horz 17=103(LC 5) Max Uplift17=-96(LC 6), 10=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2655/321, 3-4=-2463/343, 4-5=-2117/343, 5-6=-1800/349, 6-7=-2120/344, 7-8=-2467/345, 8-9=-2658/321, 2-17=-1574/281, 9-10=-1503/231 BOT CHORD 16-17=-169/643, 15-16=-208/2278, 14-15=-208/2278, 13-14=-65/1799, 12-13=-213/2291, 11-12=-213/2291, 10-11=-76/486 WEBS 4-14=-579/164, 5-14=0/519, 6-13=0/523, 7-13=-592/171, 2-16=-69/1640, 9-11=-137/1810 NOTES-(11-14) 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 17 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 12) BCSI1. 13) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 14) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T18 Truss Type Hip Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390963 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-4d?9szCiCRwTatlzEjbPFe0h86xTD2fgri_CmozFCWl Scale = 1:45.6 1 2 3 4 5 6 11 10 9 8 7 4x6 4x6 3x4 3x6 3x4 3x8 5x6 3x4 5x6 7-2-9 7-2-9 12-8-7 5-5-15 19-11-0 7-2-9 -1-0-0 1-0-0 7-2-9 7-2-9 12-8-7 5-5-15 19-11-0 7-2-9 20-11-0 1-0-0 1- 0 - 3 5- 9 - 1 4 1- 0 - 3 5- 9 - 1 4 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-4-4,0-2-4], [4:0-3-12,0-2-0], [5:0-2-0,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) 0.58 0.41 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.02 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-4 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. REACTIONS.(lb/size) 11=854/0-3-8, 7=854/0-3-8 Max Horz 11=139(LC 5) Max Uplift11=-59(LC 6), 7=-59(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-935/105, 3-4=-671/130, 4-5=-936/105, 2-11=-784/135, 5-7=-784/135 BOT CHORD 10-11=-169/374, 9-10=-169/374, 8-9=-40/671, 7-8=-102/373 WEBS 2-9=-108/381, 5-8=-113/381 NOTES-(9-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 16%, joint 5 = 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) 11, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T19 Truss Type Hip Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390964 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-4d?9szCiCRwTatlzEjbPFe0eB6w4D1ugri_CmozFCWl Scale = 1:51.0 1 2 3 4 5 6 11 10 9 8 7 4x8 4x6 3x6 3x8 2x4 4x6 4x8 3x6 4x8 8-8-9 8-8-9 11-2-7 2-5-15 19-11-0 8-8-9 -1-0-0 1-0-0 8-8-9 8-8-9 11-2-7 2-5-15 19-11-0 8-8-9 20-11-0 1-0-0 1- 0 - 3 6- 9 - 1 4 1- 0 - 3 6- 9 - 1 4 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [3:0-5-8,0-1-12], [4:0-3-12,0-2-0], [5:0-1-1,0-1-8], [8:0-2-8,0-2-0] 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) 0.76 0.50 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.02 (loc) 9-11 9-11 7 l/defl >999 >645 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,5-7: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 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. REACTIONS.(lb/size) 11=852/0-3-8, 7=852/0-3-8 Max Horz 11=-163(LC 4) Max Uplift11=-67(LC 6), 7=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-883/106, 3-4=-601/146, 4-5=-884/106, 2-11=-768/156, 5-7=-768/156 BOT CHORD 10-11=-8/599, 9-10=-8/599, 8-9=-8/601, 7-8=0/599 NOTES-(8-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 11, 7. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 9) BCSI1. 10) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 11) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss T20 Truss Type Common Qty 3 Ply 1 81 Bear Creek States Job Reference (optional) I33390965 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-4d?9szCiCRwTatlzEjbPFe0ar6u3D2xgri_CmozFCWl Scale = 1:57.9 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x8 2x4 2x4 4x8 3x6 4x8 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 1- 0 - 3 7- 7 - 1 4 1- 0 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [6:0-1-1,0-1-8] 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) 0.98 0.62 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.45 0.03 (loc) 8-9 8-9 8 l/defl >999 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=852/0-3-8, 8=852/0-3-8 Max Horz 11=-182(LC 4) Max Uplift11=-70(LC 6), 8=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-929/119, 3-4=-706/113, 4-5=-706/113, 5-6=-929/119, 2-11=-749/140, 6-8=-749/140 BOT CHORD 10-11=-46/667, 9-10=-46/667, 8-9=0/667 WEBS 4-9=-28/461 NOTES-(6-9) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss TG01 Truss Type Common Girder Qty 1 Ply 2 81 Bear Creek States Job Reference (optional) I33390966 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-YqZX3JDKzl2KB0K9nQ6ensZrDVFAyN9p4MkmIFzFCWk Scale = 1:40.0 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 10x10 4x6 10x10 8x8 3x4 6x6 3x4 6x6 3-4-2 3-4-2 6-4-12 3-0-10 9-5-6 3-0-10 12-9-8 3-4-2 3-4-2 3-4-2 6-4-12 3-0-10 9-5-6 3-0-10 12-9-8 3-4-2 1- 0 - 3 5- 3 - 6 1- 0 - 3 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-1-0,0-1-8], [4:0-1-0,0-1-8], [5:Edge,0-8-2], [7:0-2-12,0-3-8], [8:0-4-0,0-4-8], [9:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.57 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 4-8,4-7,2-8,2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=5301/0-3-8, 6=5083/0-3-8 Max Horz 10=121(LC 4) Max Uplift10=-287(LC 5), 6=-262(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6154/349, 2-3=-4961/322, 3-4=-4961/322, 4-5=-6066/334, 1-10=-4471/259, 5-6=-4416/248 BOT CHORD 10-11=-143/733, 9-11=-143/733, 9-12=-279/5054, 12-13=-279/5054, 8-13=-279/5054, 8-14=-233/4981, 14-15=-233/4981, 7-15=-233/4981, 7-16=-39/686, 6-16=-39/686 WEBS 3-8=-301/5219, 4-8=-1205/116, 4-7=-47/1324, 2-8=-1304/134, 2-9=-68/1442, 1-9=-212/4426, 5-7=-206/4399 NOTES-(9-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=287, 6=262. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1564 lb down and 89 lb up at 1-9-4, 1564 lb down and 89 lb up at 3-9-4, 1564 lb down and 89 lb up at 5-9-4, 1564 lb down and 89 lb up at 6-8-12, and 1564 lb down and 84 lb up at 8-8-12, and 1564 lb down and 72 lb up at 10-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 10) BCSI1. 11) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 12) accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Continued 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 21,2018 Job 81_BEAR_CREEK_STATES Truss TG01 Truss Type Common Girder Qty 1 Ply 2 81 Bear Creek States Job Reference (optional) I33390966 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-YqZX3JDKzl2KB0K9nQ6ensZrDVFAyN9p4MkmIFzFCWk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-1564(F) 12=-1564(F) 13=-1564(F) 14=-1564(F) 15=-1564(F) 16=-1564(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. Job 81_BEAR_CREEK_STATES Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 81 Bear Creek States Job Reference (optional) I33390967 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-006vGfEyk2ABpAvLL8dtK36w4vWIhl6zJ0TJqhzFCWj Scale = 1:29.8 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 6x16 6x18 MT18HS 5x12 8x14 MT18HS4x10 8x8 6x16 4x10 6x16 5-5-10 5-5-10 12-0-9 6-6-15 17-6-11 5-6-2 5-5-10 5-5-10 12-0-9 6-6-15 17-6-11 5-6-2 0- 7 - 3 1- 8 - 6 0- 7 - 3 1- 8 - 6 2.41 12 2.40 12 Plate Offsets (X,Y)-- [2:1-0-0,0-2-4], [3:0-6-0,0-2-5], [4:0-2-14,4-4-4], [4:0-0-6,2-10-12], [4:0-1-2,0-2-3], [5:0-3-8,0-4-8], [7:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.90 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.80 0.09 (loc) 5-7 5-7 4 l/defl >637 >257 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 298 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3: 2x4 SP 2400F 2.0E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud WEDGE Right: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except 2-0-0 oc purlins (5-1-10 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7430/0-5-8, 4=7715/0-5-8 Max Horz 1=15(LC 11) Max Uplift1=-430(LC 3), 4=-444(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-23884/1357, 2-8=-23844/1364, 2-9=-22913/1305, 9-10=-22913/1305, 10-11=-22913/1305, 3-11=-22913/1305, 3-12=-22941/1308, 4-12=-22983/1300 BOT CHORD 1-13=-1315/23205, 13-14=-1315/23205, 7-14=-1315/23205, 7-15=-1340/23829, 15-16=-1340/23829, 6-16=-1340/23829, 6-17=-1340/23829, 17-18=-1340/23829, 18-19=-1340/23829, 19-20=-1340/23829, 5-20=-1340/23829, 5-21=-1246/22339, 21-22=-1246/22339, 22-23=-1246/22339, 23-24=-1246/22339, 4-24=-1246/22339 WEBS 2-7=-216/5375, 2-5=-1012/92, 3-5=-195/4953 NOTES-(14-17) 1) n/a 2) n/a 3) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 5-2 2x4 - 1 row at 0-9-0 oc, member 5-3 2x4 - 1 row at 0-7-0 oc. 4) 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. 5) Unbalanced roof live loads have been considered for this design. 6) 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 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=430, 4=444. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 21,2018 Job 81_BEAR_CREEK_STATES Truss TG02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 81 Bear Creek States Job Reference (optional) I33390967 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-006vGfEyk2ABpAvLL8dtK36w4vWIhl6zJ0TJqhzFCWj NOTES-(14-17) 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 9 lb up at 3-7-15, 32 lb down and 24 lb up at 5-5-10, 6 lb down and 21 lb up at 6-8-13, 6 lb down and 21 lb up at 8-8-13, 6 lb down and 21 lb up at 10-8-13, and 32 lb down and 24 lb up at 12-0-9, and 32 lb down and 10 lb up at 13-9-11 on top chord, and 1472 lb down and 83 lb up at 1-6-9, 1472 lb down and 83 lb up at 3-6-9, 1 lb down and 2 lb up at 3-7-15, 10 lb down at 5-4-10, 1469 lb down and 84 lb up at 5-6-9, 7 lb down at 6-8-13, 1563 lb down and 88 lb up at 7-2-1, 1552 lb down and 84 lb up at 8-4-9, 7 lb down at 8-8-13, 1552 lb down and 84 lb up at 10-4-9, 7 lb down at 10-8-13, 10 lb down at 12-1-9, 1552 lb down and 87 lb up at 12-4-9, 1 lb down and 1 lb up at 13-9-11, and 1549 lb down and 87 lb up at 14-4-9, and 1553 lb down and 87 lb up at 16-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 15) BCSI1. 16) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 17) 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, 1-4=-20 Concentrated Loads (lb) Vert: 2=-6(F) 3=-6(F) 7=-1473(F=-4, B=-1469) 5=-4(F) 9=-3(F) 10=-3(F) 11=-3(F) 13=-1472(B) 14=-1471(F=2, B=-1472) 15=-4(F) 16=-1563(B) 17=-1552(B) 18=-4(F) 19=-1552(B) 20=-4(F) 21=-1552(B) 22=1(F) 23=-1549(B) 24=-1553(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 81_BEAR_CREEK_STATES Truss V01 Truss Type GABLE Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390968 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-006vGfEyk2ABpAvLL8dtK364VvgTh_UzJ0TJqhzFCWj Scale = 1:27.3 1 2 3 43x12 4x6 3x12 2x4 10-2-1 10-2-1 5-1-0 5-1-0 10-2-1 5-1-0 0- 0 - 4 3- 4 - 1 1 0- 0 - 4 8.00 12 Plate Offsets (X,Y)-- [1:0-9-13,Edge], [2:0-4-0,0-1-8], [3:0-6-7,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) 0.33 0.24 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 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=173/10-2-1, 3=173/10-2-1, 4=391/10-2-1 Max Horz 1=-72(LC 4) Max Uplift1=-15(LC 6), 3=-20(LC 7), 4=-1(LC 6) Max Grav 1=174(LC 10), 3=174(LC 11), 4=391(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss V02 Truss Type GABLE Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390969 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-UCgIU?EaVMI2RKTYvr86sHeFxJ?8QQ96YgDsN7zFCWi Scale = 1:21.0 1 2 3 42x4 3x4 2x4 2x4 7-2-1 7-2-1 3-7-0 3-7-0 7-2-1 3-7-0 0- 0 - 4 2- 4 - 1 1 0- 0 - 4 8.00 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) 0.35 0.22 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 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=139/7-2-1, 3=139/7-2-1, 4=240/7-2-1 Max Horz 1=50(LC 5) Max Uplift1=-20(LC 6), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss V03 Truss Type Valley Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390970 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:3OfdvJSvCBhqJBmrrKswhAzFDZZ-UCgIU?EaVMI2RKTYvr86sHeJoJ?ZQQf6YgDsN7zFCWi Scale = 1:11.6 1 2 3 2x4 2x4 2x4 0-0-6 0-0-6 4-2-1 4-1-11 2-1-0 2-1-0 4-2-1 2-1-0 0- 0 - 4 1- 4 - 1 1 0- 0 - 4 8.00 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) 0.10 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=139/4-1-5, 3=139/4-1-5 Max Horz 1=-27(LC 4) Max Uplift1=-6(LC 6), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-10) 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) 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 8) BCSI1. 9) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 10) 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 21,2018 Job 81_BEAR_CREEK_STATES Truss V05 Truss Type Valley Qty 1 Ply 1 81 Bear Creek States Job Reference (optional) I33390971 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri May 18 16:53:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ivpWJC?0Za7nHgMpH_tWPAyT8a7-UCgIU?EaVMI2RKTYvr86sHeHpJ0KQQf6YgDsN7zFCWi Scale = 1:10.1 1 2 3 2x4 2x4 2x4 3-4-15 3-4-15 0- 0 - 4 1- 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=105/3-4-3, 3=105/3-4-3 Max Horz 1=30(LC 5) Max Uplift1=-7(LC 4), 3=-11(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-9) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 7) BCSI1. 8) 23. It is extremely important to properly install temporary lateral restraint and diagonal bracing, in 9) 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 21,2018 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 .