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HomeMy WebLinkAboutI32822769.59_Bear_creek_estatesRe: Johnson, Andrew Pages or sheets covered by this seal: I32822769 thru I32822803 My license renewal date for the state of Indiana is July 31, 2018. 59_Bear_creek_estates 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: 59 Bear Creek Estates 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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss GE01 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822769 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-Yy4pCsbDDJyDRPHw8be5iXU4_HTxzCzLSNWrGJzX4RE Scale = 1:34.3 Sheet Back Full Sheathing 1 Ply Plywood/OSB Structural 1 2 3 4 5 6 7 8 9 10 11 19 18 1716 15 14 13 12 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 17-11-0 17-11-0 -1-0-0 1-0-0 8-11-8 8-11-8 17-11-0 8-11-8 18-11-0 1-0-0 0-3-153-3-120-3-154.00 12 Plate Offsets (X,Y)-- [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.03 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 17-11-0. (lb) - Max Horz 2=38(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 19, 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 17, 14, 10 except 19=442(LC 1), 12=442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-19=-301/112, 9-12=-301/112 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 18, 19, 14, 13, 12, 10. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss GE04 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822770 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-09eBQCcrzc442Zs6iI9KFk1HEgrPifWUg1FOolzX4RD Scale = 1:39.2 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 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4 2x4 5x6 2x4 2x4 5x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-0-0 1-0-0 5-4-15 5-4-15 14-6-1 9-1-3 19-11-0 5-4-15 20-11-0 1-0-0 1-0-04-5-104-7-41-0-04-5-108.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-4], [13:0-2-12,0-1-12], [33:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 19 19 20 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 230 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 (10-0-0 max.): 6-13. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 36=-110(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 36, 20, 32, 34, 35, 30, 29, 28, 27, 26, 25, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 36, 20, 31, 32, 34, 35, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 20, 32, 34, 35, 30, 29, 28, 27, 26, 25, 23, 22, 21. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss GE05 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822771 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-ULBZdYcTkwCxgjRJG0gZnyaRm4AoR6ndvh?yKCzX4RC Scale = 1:36.6 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x6 5x8 3x6 3x6 2x4 4x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-0-0 1-0-0 5-5-3 5-5-3 14-5-13 9-0-9 19-11-0 5-5-3 20-11-0 1-0-0 0-8-02-5-120-8-02-5-124.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-3], [12:0-4-0,0-2-3], [17:0-3-4,0-1-8], [30:0-3-4,0-1-8] 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) 0.13 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 16 16 17 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 143 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.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-11-0. (lb) - Max Horz 30=27(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 30, 17, 21, 22, 23, 24, 25, 26, 29, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 30, 17, 20, 21, 22, 23, 24, 25, 26, 28, 19, 18 except 29=273(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 17, 21, 22, 23, 24, 25, 26, 29, 19, 18. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss GE17 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822772 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-yXlyrud5VEKoIt0VqjBoK96dfUXlAZmn8LkVsezX4RB Scale = 1:43.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-8 12-9-8 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-0-05-3-31-0-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-9-8. (lb) - Max Horz 24=126(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss GE18 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822773 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-QkJK2DekGXSfw0bhNRi1tNfoSus3v?YwN?U3P4zX4RA Scale = 1:68.5 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x8 3x6 3x8 3x6 6x6 5x6 37-11-0 37-11-0 -1-0-0 1-0-0 11-11-8 11-11-8 25-11-8 14-0-1 37-11-0 11-11-8 38-11-0 1-0-0 0-10-06-7-156-9-120-10-06-7-156.00 12 Plate Offsets (X,Y)-- [11:0-3-0,Edge], [32:0-4-8,0-1-8], [43:0-3-0,0-3-0], [60:0-4-8,0-1-8] 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 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 31 31 32 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 561 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.): 11-22. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 37-11-0. (lb) - Max Horz 60=70(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 60, 32, 41, 42, 43, 44, 45, 46, 47, 49, 50, 53, 54, 55, 56, 57, 58, 59, 39, 38, 37, 36, 35, 34, 33 Max Grav All reactions 250 lb or less at joint(s) 60, 32, 40, 41, 42, 43, 44, 45, 46, 47, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 39, 38, 37, 36, 35, 34, 33 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 60, 32, 41, 42, 43, 44, 45, 46, 47, 49, 50, 53, 54, 55, 56, 57, 58, 59, 39, 38, 37, 36, 35, 34, 33. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss GE19 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822774 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-FtgbJHjUsNCoex2rkhpR6eviKJhpJZ0plxxNckzX4R4 Scale = 1:94.9 Sheet Back Full Sheathing 1 Ply Plywood/OSB Structural 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x12 6x8 3x4 4x6 3x16 MT18HS 3x4 3x4 3x6 8x14 MT18HS 4x10 5x8 4x8 6x10 4x6 4x6 3x4 3x4 3x4 4x6 4x8 3x4 3x4 3x4 3x4 2-0-0 2-0-0 13-7-0 11-7-0 18-8-0 5-1-0 25-8-0 7-0-0 27-8-0 2-0-0 37-7-8 9-11-8 39-7-8 2-0-0 2-0-0 2-0-0 7-9-8 5-9-8 13-7-0 5-9-8 18-8-0 5-1-0 25-8-0 7-0-0 27-8-0 2-0-0 33-6-8 5-10-8 39-7-8 6-1-0 40-7-8 1-0-0 0-11-126-7-1510-3-120-10-00-8-06-7-156.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-2-0], [7:0-5-0,0-2-0], [8:0-4-6,Edge], [11:0-6-1,Edge], [19:0-7-4,0-2-4], [35:0-0-1,0-0-4], [39:0-1-7,0-0-12], [42:0-1-7,0-0-12], [46:0-2-0,0-0-11], [55:0-1-10,0-0-0], [58:0-1-10,0-0-0], [61:0-1-10,0-0-0], [64:0-1-10,0-0-0], [71:0-2-0,0-0-6], [76:0-1-7,0-0-12], [79:0-1-7,0-0-12], [81:0-2-0 ,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.60 0.99 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.97 0.25 (loc) 19-20 19-20 11 l/defl >999 >460 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 808 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-12: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-21: 2x8 SP 2400F 2.0E, 19-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-19,6-19: 2x4 SPF No.2, 1-22: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Right 2x6 SP No.1 3-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-6 max.): 7-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 2-19, 7-17 REACTIONS.(lb/size) 22=1564/Mechanical, 11=1393/2-3-8, 13=261/0-3-8 Max Horz 22=-113(LC 4) Max Uplift22=-78(LC 6), 11=-222(LC 7) Max Grav 22=1564(LC 1), 11=1393(LC 1), 13=453(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1677/231, 2-3=-2766/431, 3-4=-2709/448, 4-5=-2403/378, 5-6=-2333/472, 6-7=-1835/376, 7-8=-2038/381, 8-9=-2304/384, 9-10=-2457/449, 10-11=-2539/423, 1-22=-1471/197 BOT CHORD 20-21=-636/97, 2-20=-521/171, 19-20=-223/2959, 5-19=-307/153, 17-18=-325/0, 16-17=-196/2185, 15-16=-196/2185, 14-15=-195/2185, 13-14=-313/2114, 11-13=-313/2114 WEBS 2-19=-733/0, 4-19=-423/199, 17-19=0/1592, 6-19=-165/1042, 6-17=-79/528, 7-17=-855/211, 7-14=-523/113, 8-14=-94/691, 1-21=-166/1328 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22 except (jt=lb) 11=222. 11) 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 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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss GE19 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822774 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:17 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-FtgbJHjUsNCoex2rkhpR6eviKJhpJZ0plxxNckzX4R4 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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 59_BEAR_CREEK_ESTATES Truss GE20 Truss Type GABLE Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822775 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-j4EzWdj7dhLfF5d1IPKgfrS?oiFg2AIy_bgw8AzX4R3 Scale = 1:70.3 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 3x8 3x6 6x6 5x6 6x6 3x6 39-8-0 39-8-0 -1-0-0 1-0-0 11-11-8 11-11-8 27-11-8 16-0-1 39-8-0 11-8-8 0-10-06-7-156-9-120-11-86-7-156.00 12 Plate Offsets (X,Y)-- [16:0-2-15,0-1-8], [44:0-2-9,0-1-8], [50:0-3-0,0-3-0], [61:0-4-8,0-1-8] 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) 0.11 0.05 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 32 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 597 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* 31-32: 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.): 10-23. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 39-8-0. (lb) - Max Horz 61=85(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 61, 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 39, 38, 37, 36, 35, 34, 33 Max Grav All reactions 250 lb or less at joint(s) 61, 32, 40, 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 39, 38, 37, 36, 35, 34, 33 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 61, 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 39, 38, 37, 36, 35, 34, 33. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss J03 Truss Type Jack-Open Qty 5 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822776 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-BGoLkzklO?TWtFCEr6rvB3_An6aOnep6CFQUhczX4R2 Scale = 1:11.6 1 2 3 4 2x4 3-0-8 3-0-8 -1-0-0 1-0-0 3-0-8 3-0-8 0-4-61-4-91-0-61-4-94.00 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 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=71/Mechanical, 2=196/0-3-8, 4=28/Mechanical Max Horz 2=44(LC 4) Max Uplift3=-25(LC 4), 2=-47(LC 4) Max Grav 3=71(LC 1), 2=196(LC 1), 4=57(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss M05 Truss Type Monopitch Qty 7 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822777 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-BGoLkzklO?TWtFCEr6rvB3_526Zdnep6CFQUhczX4R2 Scale = 1:16.8 1 2 3 5 4 3x4 3x6 3x6 4-9-0 4-9-0 -1-0-0 1-0-0 4-9-0 4-9-0 0-8-02-3-01-11-80-3-82-3-04.00 12 Plate Offsets (X,Y)-- [4:Edge,0-2-0], [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) 0.40 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=256/0-3-0, 4=169/0-1-8 Max Horz 5=68(LC 5) Max Uplift5=-50(LC 4), 4=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T01 Truss Type Roof Special Qty 2 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822778 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-fSMkxIlN9IbNVPnQPqN8kGXApWlNWu4FRv91D3zX4R1 Scale = 1:90.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 5x6 3x6 3x4 4x6 3x12 6x8 2x4 3x8 3x6 3x4 3x6 4x10 3x6 3x4 2x4 4x6 4x8 8x8 4x6 4x6 2-0-0 2-0-0 7-9-8 5-9-8 13-7-0 5-9-8 21-6-5 7-11-5 29-5-11 7-11-5 37-7-8 8-1-13 2-0-0 2-0-0 7-9-8 5-9-8 13-7-0 5-9-8 18-8-0 5-1-0 24-11-0 6-3-0 31-2-0 6-3-0 37-7-8 6-5-8 38-7-8 1-0-0 0-11-1210-3-120-10-00-8-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-1-12,0-2-0], [17:0-3-4,0-2-12] 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) 0.78 0.80 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.44 0.21 (loc) 17-18 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-20: 2x8 SP 2400F 2.0E, 5-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-15: 2x4 SPF No.2, 1-21: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. REACTIONS.(lb/size) 21=1498/Mechanical, 11=1560/0-3-8 Max Horz 21=-113(LC 4) Max Uplift21=-71(LC 6), 11=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1605/216, 2-3=-2771/357, 3-4=-2695/375, 4-5=-2216/364, 5-6=-2184/460, 6-7=-1887/387, 7-8=-2303/393, 8-9=-2374/370, 9-10=-2458/356, 10-11=-2560/322, 1-21=-1404/185 BOT CHORD 19-20=-614/88, 2-19=-574/126, 18-19=-320/2699, 17-18=-219/2411, 5-17=-324/157, 15-16=0/289, 14-15=-132/1853, 13-14=-132/1853, 11-13=-224/2138 WEBS 2-18=-340/139, 4-18=0/307, 4-17=-604/138, 15-17=-46/1159, 6-17=-180/965, 6-15=-86/634, 7-15=-580/204, 7-13=-49/407, 1-20=-151/1276 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21 except (jt=lb) 11=105. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T02 Truss Type Common Qty 3 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822779 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-fSMkxIlN9IbNVPnQPqN8kGXIVWmpW15FRv91D3zX4R1 Scale = 1:36.0 1 2 3 4 5 6 7 8 9 10 4x6 5x12 3x6 5x12 2x4 2x4 5x12 3x6 9-11-8 9-11-8 19-11-0 9-11-8 -1-0-0 1-0-0 5-1-0 5-1-0 9-11-8 4-10-8 14-10-0 4-10-8 19-11-0 5-1-0 20-11-0 1-0-0 0-8-03-11-130-8-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-5], [8:Edge,0-3-5], [10:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.71 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.06 (loc) 2-10 2-10 8 l/defl >999 >590 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-7-7, Right 2x4 SPF-S Stud 2-7-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=857/0-3-8, 8=857/0-3-8 Max Horz 2=-35(LC 5) Max Uplift2=-74(LC 6), 8=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1592/232, 3-4=-1534/250, 4-5=-1259/169, 5-6=-1259/169, 6-7=-1534/250, 7-8=-1592/232 BOT CHORD 2-10=-181/1433, 8-10=-181/1433 WEBS 5-10=0/492, 6-10=-355/130, 4-10=-355/130 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T03 Truss Type Hip Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822780 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-7fw68em?wcjE6ZMczXuNGU4RmwCPFVvOgZvalVzX4R0 Scale = 1:46.1 1 2 3 4 5 6 7 10 9 8 5x10 MT18HS 5x10 MT18HS 5x12 4x6 4x6 5x12 4x6 4x6 3x6 2x4 3x4 6-10-15 6-10-15 13-0-1 6-1-3 19-11-0 6-10-15 -1-0-0 1-0-0 6-10-15 6-10-15 13-0-1 6-1-3 19-11-0 6-10-15 1-0-05-5-105-7-41-0-05-5-108.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-2-12], [5:0-6-12,0-2-0] 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) 0.45 0.37 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.03 (loc) 2-10 2-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 85 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 4-4-3, Right 2x6 SP No.1 4-4-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=795/0-3-8, 2=858/0-3-8 Max Horz 2=-122(LC 4) Max Uplift7=-22(LC 7), 2=-54(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1000/86, 3-4=-804/112, 4-5=-732/139, 5-6=-805/113, 6-7=-1001/86 BOT CHORD 2-10=-57/727, 9-10=-55/729, 8-9=-55/729, 7-8=0/730 WEBS 4-10=0/252, 5-8=0/252 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T04 Truss Type Hip Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822781 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-7fw68em?wcjE6ZMczXuNGU4PLwAqFReOgZvalVzX4R0 Scale = 1:49.1 1 2 3 4 5 6 7 12 11 10 9 8 6x6 5x8 3x6 3x6 4x8 3x4 3x4 3x4 3x4 5x8 5x8 8-4-15 8-4-15 11-6-1 3-1-3 19-11-0 8-4-15 -1-0-0 1-0-0 4-3-11 4-3-11 8-4-15 4-1-3 11-6-1 3-1-3 15-7-5 4-1-3 19-11-0 4-3-11 1-0-06-5-106-7-41-0-06-5-108.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge], [5:0-3-0,0-2-8] 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) 0.54 0.47 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.03 (loc) 8-9 8-9 8 l/defl >999 >943 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=856/0-3-8, 8=783/0-3-8 Max Horz 12=165(LC 5) Max Uplift12=-64(LC 6), 8=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/11, 3-4=-810/124, 4-5=-623/130, 5-6=-811/124, 6-7=-463/16, 2-12=-374/69, 7-8=-327/34 BOT CHORD 11-12=-63/718, 10-11=-63/718, 9-10=0/623, 8-9=-28/726 WEBS 3-12=-600/116, 6-8=-559/112 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T05 Truss Type Common Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822782 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-7fw68em?wcjE6ZMczXuNGU4Upw8gFUjOgZvalVzX4R0 Scale = 1:57.4 12 3 4 5 6 7 8 9 4x6 8x10 4x6 8x10 4x6 5x12 2x4 2x4 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 1-0-07-7-111-0-08.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.61 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.03 (loc) 2-9 8-9 8 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-2-6, Right 2x6 SP No.1 3-2-6 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) 8=795/0-3-8, 2=858/0-3-8 Max Horz 2=-170(LC 4) Max Uplift8=-32(LC 7), 2=-64(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1012/89, 3-4=-918/121, 4-5=-775/120, 5-6=-775/120, 6-7=-853/122, 7-8=-1015/89 BOT CHORD 2-9=-51/735, 8-9=-13/739 WEBS 5-9=-22/506 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T06 Truss Type Hip Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822783 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-crUUM_mdgwr5kjxpXEPcphceyKWg_wRYuDe8IxzX4R? Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 4x6 4x6 4x8 3x6 3x6 3x4 2x4 3x4 3x4 3x4 2x4 4x8 3x6 4-9-14 4-9-14 9-5-3 4-7-6 10-5-13 1-0-9 15-1-2 4-7-6 19-11-0 4-9-14 -1-0-0 1-0-0 4-9-14 4-9-14 9-5-3 4-7-6 10-5-13 1-0-9 15-1-2 4-7-6 19-11-0 4-9-14 20-11-0 1-0-0 0-8-03-9-120-8-03-9-124.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-5], [9:Edge,0-2-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.49 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.17 0.06 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-6-1, Right 2x4 SPF-S Stud 2-6-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins, except 2-0-0 oc purlins (5-0-13 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=857/0-3-8, 9=857/0-3-8 Max Horz 2=34(LC 4) Max Uplift2=-75(LC 4), 9=-75(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1638/187, 3-4=-1582/207, 4-5=-1246/190, 5-6=-1160/198, 6-7=-1246/190, 7-8=-1582/207, 8-9=-1638/187 BOT CHORD 2-15=-146/1469, 14-15=-146/1469, 13-14=-146/1469, 12-13=-80/1160, 11-12=-146/1469, 9-11=-146/1469 WEBS 4-13=-408/74, 7-12=-408/74 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T07 Truss Type Roof Special Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822784 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-412sZKnFRDzyMsW?4ywsMv9fEjmwjGRh7tOhqOzX4R_ Scale = 1:94.6 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 3x6 3x8 3x4 4x6 4x10 6x8 2x4 3x4 3x8 MT18HS3x4 3x6 4x10 6x8 3x6 3x4 2x4 4x6 4x8 8x8 4x6 4x6 2-0-0 2-0-0 7-9-8 5-9-8 13-7-0 5-9-8 19-8-0 6-1-0 30-9-11 11-1-11 39-7-8 8-9-13 2-0-0 2-0-0 7-9-8 5-9-8 13-7-0 5-9-8 19-8-0 6-1-0 26-3-0 6-7-0 32-10-0 6-7-0 39-7-8 6-9-8 40-7-8 1-0-0 0-11-1210-9-120-10-00-8-06.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-1-12,0-2-0], [17:0-3-4,0-2-12], [19:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.88 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -1.07 0.24 (loc) 13-15 13-15 11 l/defl >999 >445 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 178 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-20: 2x8 SP 2400F 2.0E, 5-16: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-15: 2x4 SPF No.2, 1-21: 2x4 SPF-S Stud SLIDER Right 2x6 SP No.1 3-10-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 7-15 REACTIONS.(lb/size) 21=1578/Mechanical, 11=1640/0-3-8 Max Horz 21=-118(LC 4) Max Uplift21=-75(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=-1693/227, 2-3=-2944/380, 3-4=-2845/396, 4-5=-2395/386, 5-6=-2383/497, 6-7=-1789/364, 7-8=-2445/402, 8-9=-2521/380, 9-10=-2619/372, 10-11=-2726/335, 1-21=-1480/194 BOT CHORD 19-20=-649/92, 2-19=-609/131, 18-19=-339/2842, 17-18=-238/2565, 5-17=-361/176, 14-15=-146/1950, 13-14=-146/1950, 11-13=-235/2281 WEBS 2-18=-330/142, 4-18=0/305, 4-17=-594/135, 15-17=0/1362, 6-17=-227/1050, 6-15=-36/575, 7-15=-666/205, 7-13=-20/499, 1-20=-161/1347 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 21 except (jt=lb) 11=109. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T08 Truss Type Common Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822785 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-412sZKnFRDzyMsW?4ywsMv9oDjrsjOTh7tOhqOzX4R_ Scale = 1:29.4 1 2 3 4 5 6 7 8 4x8 3x4 4x6 5x8 2x4 2x4 3x12 0-1-11 0-1-11 7-6-11 7-5-0 16-6-3 8-11-8 3-10-10 3-10-10 7-6-11 3-8-2 11-7-9 4-0-14 16-6-3 4-10-10 17-6-3 1-0-0 0-9-93-3-120-3-154.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [6:0-7-2,0-1-8], [8:0-4-0,0-3-4] 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) 0.32 0.56 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 -0.04 (loc) 6-8 6-8 1 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-0-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=652/Mechanical, 6=726/0-3-8 Max Horz 6=-43(LC 5) Max Uplift1=-31(LC 6), 6=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1196/179, 2-3=-1142/194, 3-4=-1022/143, 4-5=-1045/143, 5-6=-1433/236 BOT CHORD 1-8=-131/1046, 6-8=-182/1326 WEBS 4-8=0/415, 5-8=-423/142 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T09 Truss Type Common Qty 3 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822786 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-412sZKnFRDzyMsW?4ywsMv9pSjpIjOUh7tOhqOzX4R_ Scale = 1:32.7 1 2 3 4 5 6 7 8 4x6 3x12 5x12 2x4 2x4 3x12 8-11-8 8-11-8 17-11-0 8-11-8 -1-0-0 1-0-0 4-10-10 4-10-10 8-11-8 4-0-14 13-0-6 4-0-14 17-11-0 4-10-10 18-11-0 1-0-0 0-3-153-3-120-3-154.00 12 Plate Offsets (X,Y)-- [2:0-7-2,0-1-8], [6:0-7-2,0-1-8], [8:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.66 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.35 0.05 (loc) 6-8 6-8 6 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=774/0-3-8, 6=774/0-3-8 Max Horz 2=38(LC 4) Max Uplift2=-74(LC 6), 6=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1583/238, 3-4=-1198/146, 4-5=-1198/146, 5-6=-1583/238 BOT CHORD 2-8=-168/1466, 6-8=-168/1466 WEBS 4-8=0/514, 5-8=-422/139, 3-8=-422/139 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T19 Truss Type Common Qty 4 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822787 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-YEcEngotCX5pz04BefR5u6irH75kSjArMX7FLqzX4Qz Scale = 1:83.9 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 5x6 3x6 8x8 4x6 4x6 3x6 3x6 4x6 3x4 2x4 3x6 4x6 3x4 2x4 8x8 4x6 4x6 3x6 7-8-8 7-8-8 15-2-8 7-6-0 22-8-8 7-6-0 30-2-8 7-6-0 37-11-0 7-8-8 -1-0-0 1-0-0 6-5-8 6-5-8 12-8-8 6-3-0 18-11-8 6-3-0 25-2-8 6-3-0 31-5-8 6-3-0 37-11-0 6-5-8 0-10-010-3-120-10-06.00 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) 0.81 0.84 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.41 0.15 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-15,7-16: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 3-7-14, Right 2x6 SP No.1 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1577/0-3-8, 12=1516/0-3-8 Max Horz 2=-98(LC 4) Max Uplift2=-105(LC 6), 12=-73(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2597/322, 3-4=-2495/357, 4-5=-2430/387, 5-6=-2359/410, 6-7=-1988/408, 7-8=-1989/409, 8-9=-2364/415, 9-10=-2436/391, 10-11=-2501/361, 11-12=-2602/337 BOT CHORD 2-18=-224/2170, 17-18=-133/1887, 16-17=-133/1887, 15-16=-22/1450, 14-15=-134/1889, 13-14=-134/1889, 12-13=-228/2176 WEBS 7-15=-115/741, 8-15=-575/210, 8-13=-71/420, 7-16=-113/739, 6-16=-573/208, 6-18=-67/414 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=105. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T20 Truss Type Common Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822788 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-0Q9d_0pWzrDgbAfNCNyKRKE0GXR0BAa_bBtotGzX4Qy Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 5x6 3x6 8x10 4x6 4x6 3x6 3x4 2x4 4x6 3x6 3x6 4x6 3x4 2x4 8x8 4x6 4x6 3x6 7-7-13 7-7-13 15-1-2 7-5-5 22-6-6 7-5-5 29-11-11 7-5-5 37-7-8 7-7-13 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 0-11-1210-3-120-10-06.00 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) 0.80 0.84 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.40 0.14 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-16,6-15: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 3-8-0, Right 2x6 SP No.1 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=1504/Mechanical, 11=1566/0-3-8 Max Horz 1=98(LC 5) Max Uplift1=-72(LC 6), 11=-105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2503/325, 2-3=-2398/350, 3-4=-2312/378, 4-5=-2261/402, 5-6=-1939/402, 6-7=-1974/408, 7-8=-2339/409, 8-9=-2411/386, 9-10=-2473/353, 10-11=-2575/319 BOT CHORD 1-18=-214/2067, 17-18=-128/1840, 16-17=-128/1840, 15-16=-21/1427, 14-15=-132/1867, 13-14=-132/1867, 11-13=-222/2150 WEBS 5-18=-63/361, 5-16=-552/203, 6-16=-108/711, 6-15=-117/744, 7-15=-573/210, 7-13=-70/417 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=105. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T21 Truss Type Common Qty 2 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822789 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-0Q9d_0pWzrDgbAfNCNyKRKE0sXRUBC?_bBtotGzX4Qy Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 3x8 5x6 3x8 8x10 4x6 4x6 3x6 3x4 2x4 3x6 3x8 3x6 3x4 2x4 8x8 4x6 4x6 3x8 10-0-2 10-0-2 19-8-0 9-7-14 29-7-6 9-11-6 39-7-8 10-0-2 6-8-5 6-8-5 13-2-3 6-5-13 19-8-0 6-5-13 26-3-0 6-7-0 32-10-0 6-7-0 39-7-8 6-9-8 40-7-8 1-0-0 0-11-1210-9-120-10-06.00 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) 0.83 0.87 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.62 0.17 (loc) 13-15 13-15 11 l/defl >999 >768 n/a L/d 240 180 n/a PLATES MT20 Weight: 163 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 3-10-3, Right 2x6 SP No.1 3-10-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15 REACTIONS.(lb/size) 1=1584/Mechanical, 11=1646/0-3-8 Max Horz 1=103(LC 5) Max Uplift1=-76(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=-2638/349, 2-3=-2530/385, 3-4=-2381/360, 4-5=-2325/382, 5-6=-1799/367, 6-7=-1801/367, 7-8=-2386/386, 8-9=-2464/364, 9-10=-2608/389, 10-11=-2713/353 BOT CHORD 1-17=-240/2188, 16-17=-138/1944, 15-16=-138/1944, 14-15=-143/1969, 13-14=-143/1969, 11-13=-248/2274 WEBS 5-17=-0/418, 5-15=-655/191, 6-15=-170/1151, 7-15=-680/196, 7-13=-1/464 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=109. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T22 Truss Type Roof Special Qty 2 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822790 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:Vwo7xdQtceRg55YMO2VY3AyChnH-Ucj?CMp8k8LXDKEam4TZzXnCyxnTwal8prcLQjzX4Qx Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 3x6 3x6 5x16 MT18HS 8x8 2x4 2x4 3x6 4x10 3x4 3x6 3x4 3x6 4x8 8x8 3x6 3x4 3x6 3x4 3x6 2x4 8x10 8x8 4x6 2-9-3 2-9-3 7-8-13 4-11-10 12-8-6 4-11-10 17-8-0 4-11-10 19-11-8 2-3-8 24-10-12 4-11-4 29-10-0 4-11-4 34-9-4 4-11-4 39-11-0 5-1-12 -1-0-0 1-0-0 2-9-3 2-9-3 7-8-13 4-11-10 12-8-6 4-11-10 17-8-0 4-11-10 19-11-8 2-3-8 24-10-12 4-11-4 29-10-0 4-11-4 34-9-4 4-11-4 39-11-0 5-1-12 40-11-0 1-0-0 0-10-010-9-120-10-01-0-66.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-6-0], [3:0-4-13,0-1-8], [20:0-3-0,0-1-12], [22:0-3-0,0-3-0], [25:0-8-0,0-3-4] 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) 0.74 0.89 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.62 0.37 (loc) 22-23 22-23 14 l/defl >999 >774 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 192 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-26: 2x4 SP 2400F 2.0E, 22-25: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-25: 2x4 SPF-S Stud, 8-20: 2x4 SPF No.2, 2-26: 2x6 SP No.1 SLIDER Right 2x6 SP No.1 2-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 25-26. WEBS 1 Row at midpt 7-21, 6-22, 8-20, 9-20 REACTIONS.(lb/size) 14=1646/0-3-8, 26=1660/0-3-8 Max Horz 26=116(LC 6) Max Uplift14=-109(LC 7), 26=-116(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1294/160, 3-4=-3308/422, 4-5=-3246/437, 5-6=-2685/405, 6-7=-2156/392, 7-8=-2094/449, 8-9=-1755/381, 9-10=-2144/382, 10-11=-2415/378, 11-12=-2465/364, 12-13=-2625/357, 13-14=-2710/328, 2-26=-836/154 BOT CHORD 25-26=-448/4178, 24-25=-411/3744, 23-24=-276/2935, 22-23=-160/2340, 19-20=-100/1854, 18-19=-100/1854, 17-18=-181/2174, 16-17=-236/2259, 14-16=-236/2259 WEBS 3-25=-83/1367, 3-24=-825/145, 5-24=0/384, 5-23=-719/139, 6-23=-8/508, 6-22=-740/156, 20-22=-14/1644, 8-22=-200/1484, 9-20=-672/164, 9-18=-29/463, 10-18=-495/123, 10-17=0/252, 3-26=-3598/415 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=109, 26=116. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T23 Truss Type Roof Special Qty 4 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822791 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:Vwo7xdQtceRg55YMO2VY3AyChnH-ypHNPiqmVSTNqUpmJo?oWlKOTL5zf10H2VMvy9zX4Qw Scale: 1/8"=1' 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 3x6 6x10 3x6 5x16 MT18HS 8x8 2x4 2x4 3x6 4x10 3x4 3x6 3x4 3x6 4x8 3x6 2x4 4x8 3x6 3x4 3x6 4x6 8x10 10x10 2-9-3 2-9-3 7-8-13 4-11-10 12-8-6 4-11-10 17-8-0 4-11-10 19-11-8 2-3-8 27-9-2 7-9-10 31-7-14 3-10-13 35-6-11 3-10-13 39-8-0 4-1-5 -1-0-0 1-0-0 2-9-3 2-9-3 7-8-13 4-11-10 12-8-6 4-11-10 17-8-0 4-11-10 19-11-8 2-3-8 23-10-5 3-10-13 27-9-2 3-10-13 31-7-14 3-10-13 35-6-11 3-10-13 39-8-0 4-1-5 0-10-010-9-120-11-81-0-66.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-2-4], [3:0-4-13,0-1-8], [15:Edge,0-7-13], [16:0-2-8,0-2-0], [20:0-3-0,0-1-12], [22:0-3-4,0-3-0], [25:0-8-0,0-3-4] 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) 0.69 1.00 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.59 0.35 (loc) 22-23 22-23 15 l/defl >999 >796 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 189 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 25-26,22-25: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-25: 2x4 SPF-S Stud, 8-20: 2x4 SPF No.2, 2-26: 2x6 SP No.1 14-15: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-21, 6-22, 8-20, 9-20 REACTIONS.(lb/size) 15=1570/Mechanical, 26=1645/0-3-8 Max Horz 26=125(LC 5) Max Uplift15=-76(LC 7), 26=-116(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1253/157, 3-4=-3271/420, 4-5=-3208/435, 5-6=-2649/403, 6-7=-2121/389, 7-8=-2068/450, 8-9=-1711/379, 9-10=-2260/446, 10-11=-2264/373, 11-12=-2393/368, 12-13=-2440/355, 13-14=-2383/320, 2-26=-819/154, 14-15=-1497/216 BOT CHORD 25-26=-457/4137, 24-25=-418/3703, 23-24=-280/2902, 22-23=-164/2308, 19-20=-89/1728, 18-19=-89/1728, 17-18=-202/2140, 16-17=-225/2073, 15-16=-48/351 WEBS 3-25=-87/1363, 3-24=-817/147, 5-24=0/382, 5-23=-717/140, 6-23=-9/508, 6-22=-738/156, 20-22=-10/1617, 8-22=-224/1469, 9-20=-606/186, 9-18=-120/623, 11-18=-282/99, 13-16=-277/90, 3-26=-3593/420, 14-16=-180/1750 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) 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) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 26=116. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T24 Truss Type Common Qty 3 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822792 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-ypHNPiqmVSTNqUpmJo?oWlKUsLGGfEUH2VMvy9zX4Qw Scale = 1:39.9 1 2 3 4 5 6 7 8 4x6 4x10 4x6 4x6 4x10 4x6 4x6 2x4 6-4-12 6-4-12 12-9-8 6-4-12 -1-0-0 1-0-0 6-4-12 6-4-12 12-9-8 6-4-12 13-9-8 1-0-0 1-0-05-3-31-0-08.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.28 0.28 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-11-12, Right 2x6 SP No.1 3-11-12 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) 2=572/0-3-8, 6=572/0-3-8 Max Horz 2=115(LC 5) Max Uplift2=-52(LC 6), 6=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-564/55, 3-4=-455/80, 4-5=-455/80, 5-6=-563/55 BOT CHORD 2-8=0/379, 6-8=0/379 WEBS 4-8=0/266 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T25 Truss Type Hip Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822793 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-Q?rld1rOGmbESeOytVW13ysZ1kWVObRQH85SUbzX4Qv Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x6 5x10 MT18HS 5x10 MT18HS 3x6 6x10 3x6 3x6 3x8 3x4 3x8 3x6 3x8 3x6 6x10 7-5-0 7-5-0 14-7-8 7-2-8 23-3-8 8-8-1 30-6-0 7-2-8 37-11-0 7-5-0 -1-0-0 1-0-0 7-5-0 7-5-0 14-7-8 7-2-8 23-3-8 8-8-1 30-6-0 7-2-8 37-11-0 7-5-0 38-11-0 1-0-0 0-10-08-1-120-10-08-1-126.00 12 Plate Offsets (X,Y)-- [11:0-7-9,0-3-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [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) 0.70 0.66 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.46 0.12 (loc) 14-16 14-16 11 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 151 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-14: 2x4 SPF No.2, 2-18,9-11: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-1 max.): 5-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-14, 8-14 REACTIONS.(lb/size) 18=1574/0-3-8, 11=1574/0-3-8 Max Horz 18=-84(LC 4) Max Uplift18=-91(LC 6), 11=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2494/320, 3-4=-2054/290, 4-5=-1880/325, 5-6=-1763/334, 6-7=-1880/325, 7-8=-2055/290, 8-9=-2494/320, 2-18=-1486/270, 9-11=-1486/270 BOT CHORD 17-18=-111/723, 16-17=-161/2138, 15-16=-41/1762, 14-15=-41/1762, 13-14=-161/2137, 12-13=-161/2137, 11-12=-74/723 WEBS 3-16=-453/138, 5-16=0/494, 6-14=0/494, 8-14=-452/139, 2-17=-88/1420, 9-12=-88/1419 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T26 Truss Type Hip Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822794 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-vBP7qNs013j54oz9RD1GbAPjr8rS70haVor?01zX4Qu Scale = 1:83.1 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 3x6 8x10 5x10 MT18HS 3x6 8x8 4x6 4x6 3x6 3x6 2x4 3x4 4x8 3x6 2x4 8x8 4x6 4x6 3x6 8-9-0 8-9-0 17-3-8 8-6-8 20-7-8 3-4-1 29-2-0 8-6-8 37-11-0 8-9-0 -1-0-0 1-0-0 8-9-0 8-9-0 17-3-8 8-6-8 20-7-8 3-4-1 29-2-0 8-6-8 37-11-0 8-9-0 38-11-0 1-0-0 0-10-09-5-120-10-09-5-126.00 12 Plate Offsets (X,Y)-- [6:0-4-3,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) 0.76 0.74 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.54 0.16 (loc) 16-18 16-18 11 l/defl >999 >838 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 4-11-2, Right 2x6 SP No.1 4-11-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except 2-0-0 oc purlins (3-4-7 max.): 6-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 6-15, 9-15 REACTIONS.(lb/size) 2=1577/0-3-8, 11=1577/0-3-8 Max Horz 2=-89(LC 4) Max Uplift2=-99(LC 6), 11=-99(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2557/312, 3-4=-2356/342, 4-5=-1889/295, 5-6=-1775/336, 6-7=-1593/350, 7-8=-1777/336, 8-9=-1890/295, 9-10=-2355/342, 10-11=-2556/312 BOT CHORD 2-18=-193/2157, 17-18=-193/2157, 16-17=-193/2157, 15-16=-39/1592, 14-15=-193/2156, 13-14=-193/2156, 11-13=-193/2156 WEBS 4-18=0/355, 4-16=-677/177, 6-16=-20/467, 7-15=-20/475, 9-15=-675/177, 9-13=0/354 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T27 Truss Type Roof Special Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822795 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-vBP7qNs013j54oz9RD1GbAPhh8po71RaVor?01zX4Qu Scale = 1:89.2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 3x8 5x6 6x6 6x8 3x6 8x10 4x6 4x6 3x6 3x4 2x4 3x6 5x8 3x4 3x6 2x4 8x8 4x6 4x6 5x12 9-5-4 9-5-4 18-8-0 9-2-12 23-0-0 4-4-0 25-0-0 2-0-0 32-2-8 7-2-8 39-7-8 7-5-0 6-4-5 6-4-5 12-6-3 6-1-13 18-8-0 6-1-13 23-0-0 4-4-0 25-0-0 2-0-0 32-2-8 7-2-8 39-7-8 7-5-0 40-7-8 1-0-0 0-11-127-11-1510-3-120-10-07-11-156.00 12 Plate Offsets (X,Y)-- [8:0-4-6,Edge], [16:0-4-12,0-3-0] 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) 0.84 0.85 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.61 0.17 (loc) 18-20 18-20 12 l/defl >999 >778 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 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SP No.1 3-7-15, Right 2x6 SP No.1 4-2-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-3-11 max.): 7-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 10-15 REACTIONS.(lb/size) 1=1584/Mechanical, 12=1646/0-3-8 Max Horz 1=98(LC 5) Max Uplift1=-72(LC 6), 12=-115(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2641/342, 2-3=-2537/377, 3-4=-2404/353, 4-5=-2352/377, 5-6=-1867/367, 6-7=-1818/371, 7-8=-1958/374, 8-9=-2144/367, 9-10=-2234/333, 10-11=-2621/361, 11-12=-2724/335 BOT CHORD 1-20=-236/2187, 19-20=-145/1981, 18-19=-145/1981, 17-18=-111/1960, 16-17=-108/1923, 15-16=-108/1923, 14-15=-221/2288, 12-14=-221/2288 WEBS 5-20=0/392, 5-18=-612/180, 6-18=-193/1263, 7-18=-765/175, 8-15=0/425, 10-15=-460/131, 10-14=0/281 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=115. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T28 Truss Type Roof Special Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822796 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-NOzV1jteoNryhxYL?wYV8NxrwY9VsUYjkSaZZUzX4Qt Scale = 1:89.8 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 3x8 5x6 8x14 MT18HS 5x12 3x6 8x10 4x6 4x6 3x6 3x6 2x4 3x4 3x6 5x8 3x8 3x6 2x4 8x8 4x6 4x6 3x6 6-4-5 6-4-5 12-6-3 6-1-13 20-4-0 7-9-14 22-4-0 2-0-0 30-10-8 8-6-8 39-7-8 8-9-0 6-4-5 6-4-5 12-6-3 6-1-13 18-8-0 6-1-13 20-4-0 1-8-0 22-4-0 2-0-0 30-10-8 8-6-8 39-7-8 8-9-0 40-7-8 1-0-0 0-11-129-3-1510-3-120-10-09-3-156.00 12 Plate Offsets (X,Y)-- [7:0-10-4,0-2-0], [8:0-7-12,0-1-12] 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) 0.93 0.88 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.55 0.18 (loc) 14-16 14-16 12 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 184 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 3-7-15, Right 2x6 SP No.1 4-11-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except 2-0-0 oc purlins (2-2-0 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, 10-16 REACTIONS.(lb/size) 1=1584/Mechanical, 12=1646/0-3-8 Max Horz 1=99(LC 5) Max Uplift1=-72(LC 6), 12=-115(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2658/330, 2-3=-2553/357, 3-4=-2289/336, 4-5=-2239/366, 5-6=-1774/357, 6-7=-1867/386, 7-8=-1739/371, 8-9=-1948/361, 9-10=-2057/321, 10-11=-2489/363, 11-12=-2690/333 BOT CHORD 1-20=-220/2199, 19-20=-220/2199, 18-19=-131/2002, 17-18=-131/2002, 16-17=-48/1717, 15-16=-210/2270, 14-15=-210/2270, 12-14=-210/2270 WEBS 3-19=-286/105, 5-19=0/389, 5-17=-683/153, 6-17=-190/1260, 7-17=-758/137, 7-16=-116/281, 8-16=0/411, 10-16=-638/167, 10-14=0/348 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 12=115. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T29 Truss Type HIP Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822797 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:Vwo7xdQtceRg55YMO2VY3AyChnH-raXuF3tHZhzpJ57XYd3kgbU3hyWxbtZtz6K65wzX4Qs Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x8 5x8 5x6 3x6 6x10 5x12 2x4 3x6 4x10 3x4 3x6 3x4 3x6 4x10 3x6 3x4 3x6 3x4 3x6 8x10 4x6 3x6 2-9-3 2-9-3 7-7-15 4-10-12 12-6-11 4-10-12 17-8-0 5-1-5 22-5-8 4-9-8 26-8-8 4-3-0 33-9-8 7-1-0 39-8-0 5-10-8 -1-0-0 1-0-0 2-9-3 2-9-3 7-7-15 4-10-12 12-6-11 4-10-12 17-5-8 4-10-12 22-5-8 5-0-1 26-8-8 4-3-0 30-11-8 4-3-0 35-2-8 4-3-0 39-8-0 4-5-8 0-10-09-6-120-11-81-0-69-6-126.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-6-0], [3:0-4-10,0-1-8], [7:0-5-0,0-2-0], [9:0-4-4,0-2-8], [12:0-2-8,0-1-8], [21:0-6-0,0-2-0], [24:0-5-0,0-3-4] 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) 0.74 0.74 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.58 0.36 (loc) 22 21-22 15 l/defl >999 >815 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 24-25,21-24: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-25: 2x6 SP No.1, 14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-4 max.): 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 10-19, 3-25, 12-15 REACTIONS.(lb/size) 15=1570/Mechanical, 25=1645/0-3-8 Max Horz 25=113(LC 5) Max Uplift15=-66(LC 7), 25=-106(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-990/124, 3-4=-3270/404, 4-5=-3226/419, 5-6=-2663/389, 6-7=-2124/373, 7-8=-1844/362, 8-9=-1835/361, 9-10=-1894/367, 10-11=-2205/363, 11-12=-2445/361, 12-13=-260/89, 13-14=-335/77, 2-25=-721/141, 14-15=-261/77 BOT CHORD 24-25=-473/4294, 23-24=-426/3836, 22-23=-267/2905, 21-22=-152/2316, 18-19=-116/1921, 17-18=-116/1921, 16-17=-190/2105, 15-16=-228/2106 WEBS 8-21=-63/647, 3-24=-117/1560, 3-23=-948/162, 5-23=0/365, 5-22=-713/138, 6-22=-9/517, 6-21=-712/150, 19-21=-47/1668, 9-21=-45/476, 9-19=-71/262, 10-19=-549/138, 10-17=-17/374, 11-17=-305/114, 3-25=-4030/468, 12-15=-2241/252 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 25=106. 8) "Semi-rigid pitchbreaks including 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss T30 Truss Type HIP Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822798 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:Vwo7xdQtceRg55YMO2VY3AyChnH-raXuF3tHZhzpJ57XYd3kgbU5FyXRbrgtz6K65wzX4Qs Scale = 1:78.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x8 6x6 6x6 3x6 8x16 6x18 MT18HS 3x4 2x4 3x6 3x6 3x4 3x6 4x8 6x8 4x8 3x6 3x8 10x10 2-9-3 2-9-3 8-9-5 6-0-2 14-9-8 6-0-2 17-8-0 2-10-8 25-1-8 7-5-8 32-3-8 7-2-0 39-8-0 7-4-8 -1-0-0 1-0-0 2-9-3 2-9-3 8-9-5 6-0-2 14-9-8 6-0-2 17-8-0 2-10-8 25-1-8 7-5-8 32-3-8 7-2-0 39-8-0 7-4-8 0-10-08-0-158-2-120-11-81-0-68-0-156.00 12 5.00 12 Plate Offsets (X,Y)-- [12:Edge,0-7-13], [13:0-2-8,0-1-8], [14:0-3-12,0-2-0], [17:0-5-8,0-4-0], [21:0-5-0,0-2-4] 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-S) 0.64 0.64 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.67 0.32 (loc) 17 14-16 12 l/defl >999 >705 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-21: 2x6 SP No.1, 11-12,2-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-14 max.): 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 3-19, 5-18, 9-14 REACTIONS.(lb/size) 21=1647/0-3-8, 12=1571/Mechanical Max Horz 21=100(LC 5) Max Uplift21=-93(LC 6), 12=-54(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4540/512, 3-4=-3153/365, 4-5=-3113/390, 5-6=-2449/357, 6-7=-2136/353, 7-8=-2339/378, 8-9=-2185/337, 9-10=-2460/330, 10-11=-2560/309, 2-21=-1671/238, 11-12=-1487/225 BOT CHORD 20-21=-80/360, 19-20=-418/3922, 18-19=-230/2784, 17-18=-120/2345, 13-14=-203/2205, 12-13=-61/467 WEBS 3-20=0/668, 3-19=-1151/190, 5-19=0/422, 5-18=-788/164, 6-18=-80/876, 7-18=-639/94, 14-17=-83/1878, 8-17=-64/717, 8-14=-14/259, 9-14=-413/142, 11-13=-142/1747, 2-20=-410/3681 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) 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) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 12. 9) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss TG03 Truss Type Hip Girder Qty 1 Ply 3 59 Bear Creek Estates Job Reference (optional) I32822799 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-nyeeglvX5IEXYPHwg25Cm0ZMil9r3l4AQQpD9pzX4Qq Scale = 1:28.6 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 16 17 18 6x16 8x8 3x4 5x8 3x4 6x16 7x16 MT18HS WB4x10 8x8 5-2-4 5-2-4 11-11-6 6-9-2 17-1-9 5-2-4 5-2-4 5-2-4 11-11-6 6-9-2 17-1-9 5-2-4 0-7-31-7-110-7-31-7-112.40 12 Plate Offsets (X,Y)-- [1:0-6-4,0-3-13], [2:0-5-8,0-3-0], [4:0-6-0,0-3-13], [5:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.90 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.71 0.11 (loc) 5-7 5-7 4 l/defl >708 >286 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 245 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 2-3: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 SLIDER Left 2x4 SPF No.2 4-5-15, Right 2x4 SPF No.2 4-5-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-2-3 max.): 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=7073/0-3-9, 4=8181/0-3-9 Max Horz 1=-15(LC 4) Max Uplift1=-410(LC 3), 4=-462(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-22322/1298, 2-8=-21824/1261, 8-9=-21824/1261, 9-10=-21824/1261, 3-10=-21824/1261, 3-4=-21924/1264 BOT CHORD 1-11=-1251/21652, 11-12=-1251/21652, 7-12=-1251/21652, 6-7=-1272/22224, 6-13=-1272/22224, 13-14=-1272/22224, 14-15=-1272/22224, 15-16=-1272/22224, 5-16=-1272/22224, 5-17=-1203/21265, 17-18=-1203/21265, 4-18=-1203/21265 WEBS 2-7=-188/4992, 2-5=-521/69, 3-5=-177/4895 NOTES-(12-13) 1) n/a 2) 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 0-5-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 1=410, 4=462. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 23 lb up at 5-2-4, 11 lb down and 23 lb up at 7-4-0, 11 lb down and 23 lb up at 9-4-0, and 19 lb down and 23 lb up at 11-4-0, and 28 lb down and 23 lb up at 11-11-6 on top chord, and 1484 lb down and 84 lb up at 1-4-1, 1478 lb down and 83 lb up at 3-4-1, 17 lb down at 5-4-0, 1478 lb down and 83 lb up at 5-4-1, 1544 lb down and 90 lb up at 7-0-1, 17 lb down at 7-4-0, 1564 lb down and 84 lb up at 9-0-1, 17 lb down at 9-4-0, 1564 lb down and 84 lb up at 11-0-1, 17 lb down at 11-4-0, 17 lb down at 11-9-10, 1558 lb down and 87 lb up at 13-0-1, and 1564 lb down and 88 lb up at 15-0-1, and 1574 lb down and 82 lb up at 16-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss TG03 Truss Type Hip Girder Qty 1 Ply 3 59 Bear Creek Estates Job Reference (optional) I32822799 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:33 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-nyeeglvX5IEXYPHwg25Cm0ZMil9r3l4AQQpD9pzX4Qq 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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=-11(B) 3=-11(B) 4=-1574(F) 6=-1553(F=-1544, B=-8) 7=-1487(F=-1478, B=-8) 5=-8(B) 8=-11(B) 9=-11(B) 10=-11(B) 11=-1484(F) 12=-1478(F) 13=-1564(F) 14=-8(B) 15=-1564(F) 16=-8(B) 17=-1558(F) 18=-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 59_BEAR_CREEK_ESTATES Truss TG04 Truss Type Common Girder Qty 1 Ply 2 59 Bear Creek Estates Job Reference (optional) I32822800 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-nyeeglvX5IEXYPHwg25Cm0ZNnlF_3rbAQQpD9pzX4Qq Scale = 1:39.9 1 2 3 4 5 6 7 10 9 811 12 13 14 15 6x16 4x8 4x6 6x16 4x8 8x8 3x8 3x6 3x8 3x6 3-4-2 3-4-2 6-4-12 3-0-10 9-5-6 3-0-10 12-9-8 3-4-2 3-4-2 3-4-2 6-4-12 3-0-10 9-5-6 3-0-10 12-9-8 3-4-2 1-0-05-3-31-0-08.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-12], [7:0-0-0,0-4-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.89 0.57 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.03 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 SLIDER Left 2x6 SP No.1 2-0-5, Right 2x6 SP No.1 2-0-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5765/0-3-8, 7=4561/0-3-8 Max Horz 1=-113(LC 11) Max Uplift1=-309(LC 5), 7=-225(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5909/313, 2-3=-5907/339, 3-4=-4513/290, 4-5=-4510/290, 5-6=-5696/311, 6-7=-5710/287 BOT CHORD 1-11=-255/4703, 11-12=-255/4703, 10-12=-255/4703, 10-13=-255/4703, 9-13=-255/4703, 9-14=-196/4510, 8-14=-196/4510, 8-15=-196/4510, 7-15=-196/4510 WEBS 4-9=-251/4539, 5-9=-1011/104, 5-8=-53/1623, 3-9=-1274/137, 3-10=-89/1887 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=309, 7=225. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1554 lb down and 86 lb up at 0-7-4, 1550 lb down and 88 lb up at 2-7-4, 1550 lb down and 88 lb up at 4-7-4, 1550 lb down and 88 lb up at 6-7-4, and 1550 lb down and 78 lb up at 8-7-4, and 1551 lb down and 66 lb up at 10-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-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. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss TG04 Truss Type Common Girder Qty 1 Ply 2 59 Bear Creek Estates Job Reference (optional) I32822800 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:33 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-nyeeglvX5IEXYPHwg25Cm0ZNnlF_3rbAQQpD9pzX4Qq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-1550(B) 11=-1554(B) 12=-1550(B) 13=-1550(B) 14=-1550(B) 15=-1551(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 59_BEAR_CREEK_ESTATES Truss V04 Truss Type VALLEY Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822801 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-F9C0t5w9scMOAZr6EmdRID6io9fAoPUJf4YmiFzX4Qp Scale = 1:29.1 1 2 3 43x6 7x16 MT18HS 3x6 2x4 0-0-6 0-0-6 9-9-9 9-9-3 4-10-12 4-10-12 9-9-9 4-10-13 0-0-43-3-30-0-48.00 12 Plate Offsets (X,Y)-- [1:0-5-10,Edge], [3:0-0-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.26 0.07 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 MT18HS Weight: 23 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=173/9-8-13, 3=173/9-8-13, 4=370/9-8-13 Max Horz 1=69(LC 5) Max Uplift1=-17(LC 6), 3=-24(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-253/58 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Non Standard bearing condition. Review required. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss V05 Truss Type Valley Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822802 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-F9C0t5w9scMOAZr6EmdRID6hf9hCoQ3Jf4YmiFzX4Qp Scale = 1:20.2 1 2 3 4 2x4 3x4 2x4 2x4 0-0-6 0-0-6 6-9-9 6-9-3 3-4-12 3-4-12 6-9-9 3-4-12 0-0-42-3-30-0-48.00 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) 0.31 0.19 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: 13 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=131/6-8-13, 3=131/6-8-13, 4=226/6-8-13 Max Horz 1=-47(LC 4) Max Uplift1=-19(LC 6), 3=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 Job 59_BEAR_CREEK_ESTATES Truss V06 Truss Type Valley Qty 1 Ply 1 59 Bear Creek Estates Job Reference (optional) I32822803 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Mar 26 11:22:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qbVu2vs25p_syeP6EJz2r4ysZAN-F9C0t5w9scMOAZr6EmdRID6kE9g2oQXJf4YmiFzX4Qp Scale = 1:10.9 1 2 3 2x4 2x4 2x4 0-0-6 0-0-6 3-9-9 3-9-3 1-10-12 1-10-12 3-9-9 1-10-12 0-0-41-3-30-0-48.00 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) 0.08 0.20 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=124/3-8-13, 3=124/3-8-13 Max Horz 1=-24(LC 4) Max Uplift1=-5(LC 6), 3=-5(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. March 26,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.