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Home My WebLink AboutI33104893.70_Bear_creek_estatesRe: Liu, Xuegang Pages or sheets covered by this seal: I33104893 thru I33104948 My license renewal date for the state of Indiana is July 31, 2018. 70_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: 70 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE01 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104893 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:58:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-f7ecqlrVhxfTzoHGjBcYDtlXcdv5QYaKq1GqZazNtvQ Scale = 1:59.9 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 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 31 30 3x4 3x4 5x6 3x6 5x6 4x6 5x6 32-11-8 32-11-8 -1-0-0 1-0-0 9-11-13 9-11-13 27-1-9 17-1-13 32-11-8 5-9-15 1-0-06-9-143-5-16-9-147.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-1-12], [24:0-3-0,0-1-12], [42:0-3-0,0-0-4], [46:0-3-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.11 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 30 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 556 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* 29-30: 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.): 10-24. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 32-11-8. (lb) - Max Horz 57=199(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 30, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 34, 33, 32, 31 except 57=-110(LC 4), 56=-129(LC 5) Max Grav All reactions 250 lb or less at joint(s) 57, 30, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 34, 33, 32, 31 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) 30, 35, 36, 37, 38, 39, 40, 41, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 34, 33, 32, 31 except (jt=lb) 57=110, 56=129. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE02 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104894 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-7JC_14r7SEnJaysSHu7nl4Hjy0FZ9zTU3h?O51zNtvP Scale = 1:54.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-7-8 13-7-8 -1-0-0 1-0-0 6-9-12 6-9-12 13-7-8 6-9-12 14-7-8 1-0-0 1-3-06-11-21-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.09 0.17 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: 181 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-7-8. (lb) - Max Horz 24=-168(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-107(LC 4), 23=-123(LC 5), 15=-108(LC 4) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; 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) 14, 20, 21, 22, 18, 17, 16 except (jt=lb) 24=107, 23=123, 15=108. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE03 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104895 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-bVmMEQslDYvAC6Qfrce0IIqtSQaiuRjdHLlxeTzNtvO Scale: 3/16"=1' Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30 29 3x6 3x6 5x6 3x6 35-1-8 35-1-8 11-4-8 11-4-8 25-8-0 14-3-8 35-1-8 9-5-8 1-0-07-7-102-1-77-7-107.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-1-12], [21:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.20 0.10 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 29 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 606 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-21. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 35-1-8. (lb) - Max Horz 57=192(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 29, 37, 38, 39, 41, 42, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 35, 34, 33, 32, 31, 30 except 57=-133(LC 4), 56=-126(LC 5) Max Grav All reactions 250 lb or less at joint(s) 57, 29, 36, 37, 38, 39, 41, 42, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 35, 34, 33, 32, 31, 30 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) 29, 37, 38, 39, 41, 42, 43, 44, 45, 47, 48, 49, 50, 51, 52, 53, 54, 55, 35, 34, 33, 32, 31, 30 except (jt=lb) 57=133, 56=126. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE04 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104896 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-4hKkSmtO_s11qG?rPJAFrVNtlqmLdi4mW?UUAvzNtvN Scale: 1/8"=1' Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 8x8 5x10 MT18HS 6x6 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 -1-0-0 1-0-0 9-9-8 9-9-8 5-6-1011-3-37.00 12 Plate Offsets (X,Y)-- [10:0-2-9,Edge], [18:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.94 0.71 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 MT18HS Weight: 260 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 9-12,8-13,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12, 8-13, 7-14 REACTIONS.All bearings 9-9-8. (lb) - Max Horz 18=330(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15 except 18=-617(LC 4), 11=-313(LC 5), 12=-247(LC 4), 16=-116(LC 4), 17=-1022(LC 5) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16 except 18=914(LC 5), 11=284(LC 4), 12=351(LC 5), 17=752(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-460/661, 2-3=-167/260, 3-4=-387/278 WEBS 9-12=-269/0, 4-17=-387/550, 3-18=-1190/819 NOTES-(10-11) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 10 = 16% 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) 13, 14, 15 except (jt=lb) 18=617, 11=313, 12=247, 16=116, 17=1022. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE05 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104897 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-UG0t4ovGHnQchjkQ4RjyS8?UF1wlq5GDCzj8nEzNtvK Scale = 1:78.2 Sheet Front Left Option 7-7-14 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 22 21 20 19 18 17 16 15 14 13 12 11 10 9 4x6 4x6 5x12 3x8 5x8 5x6 3x4 3x6 3x6 3x4 3x4 4x6 3x4 3x8 4x6 3x4 3x4 3x6 3x4 3x8 3x4 3x6 4-8-2 4-8-2 7-7-14 2-11-12 9-1-12 1-5-14 9-3-0 0-1-4 11-4-8 2-1-8 15-10-4 4-5-12 20-4-0 4-5-12 21-8-12 1-4-12 23-0-0 1-3-4 29-0-0 6-0-0 4-8-2 4-8-2 9-1-12 4-5-10 11-4-8 2-2-12 15-10-4 4-5-12 20-4-0 4-5-12 23-0-0 2-8-0 23-2-8 0-2-8 29-0-0 5-9-8 1-0-07-7-109-2-55-8-57-7-107.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-4-4,0-2-0], [6:0-2-0,0-1-8], [8:Edge,0-1-12], [23:0-1-8,0-0-12], [24:0-1-8,0-1-0], [25:0-3-8,0-1-8], [26:0-1-8,0-0-12], [27:0-1-7,0-0-15], [48:0-1-15,0-0-8], [50:0-1-15,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.22 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 350 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-14,6-14,7-11,7-10: 2x4 SPF No.2, 8-9,1-22: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 7-11 REACTIONS.All bearings 9-3-0 except (jt=length) 11=0-3-8, 9=0-3-8. (lb) - Max Horz 22=272(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 21, 17, 11, 9, 18, 20 Max Grav All reactions 250 lb or less at joint(s) 22, 18, 19 except 21=351(LC 1), 17=557(LC 10), 17=553(LC 1), 11=901(LC 1), 9=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-254/100 WEBS 2-21=-259/57, 3-17=-475/63, 5-14=-297/123, 6-14=-50/354, 6-11=-520/83, 7-11=-372/0 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 17, 11, 9, 18, 20. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE06 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104898 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-yTaFI8wu24YTJtJce9EB?LXk4RIsZiwMRdSiJgzNtvJ Scale = 1:66.6 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 35 34 33 32 31 3029 28 27 26 25 24 23 22 21 20 2x4 3x4 4x6 4x6 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-5-0 19-5-0 -1-0-0 1-0-0 7-8-8 7-8-8 11-8-8 4-0-1 19-5-0 7-8-8 20-5-0 1-0-0 1-3-07-8-11-3-07-8-110.00 12 Plate Offsets (X,Y)-- [8:0-2-4,Edge], [12:Edge,0-2-11], [31:0-2-8,0-1-8] 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) 0.21 0.10 0.11 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: 306 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.): 8-12. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-5-0. (lb) - Max Horz 35=-186(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 27, 30, 32, 33, 24, 23, 22 except 35=-117(LC 4), 34=-128(LC 5), 21=-108(LC 4) Max Grav All reactions 250 lb or less at joint(s) 35, 20, 27, 28, 29, 30, 32, 33, 34, 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) 20, 27, 30, 32, 33, 24, 23, 22 except (jt=lb) 35=117, 34=128, 21=108. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE07 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104899 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-yTaFI8wu24YTJtJce9EB?LXetRFrZhnMRdSiJgzNtvJ Scale = 1:73.7 Sheet Front Full Sheathing 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 3x8 3x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-8-0 11-8-0 2-2-18-11-117.00 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) 0.61 0.29 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 202 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* 10-11: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11 REACTIONS.All bearings 11-8-0. (lb) - Max Horz 20=256(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17 except 20=-316(LC 4), 19=-490(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18 except 20=539(LC 5), 19=332(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-290/168, 1-2=-288/172 NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16, 17 except (jt=lb) 20=316, 19=490. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE08 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104900 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Qf7dVUxWpOgKw1uoBslQYZ4wzrfiIA9WgHCFr7zNtvI Scale = 1:37.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 1-3-04-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-0-0. (lb) - Max Horz 16=-113(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 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) 16, 10, 14, 15, 12, 11. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE09 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104901 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Qf7dVUxWpOgKw1uoBslQYZ4x6rfAIAcWgHCFr7zNtvI Scale = 1:20.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 6 5 4 2x4 2x4 2x4 2x4 2x4 2x4 3-0-0 3-0-0 1-0-02-9-07.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=53/3-0-0, 4=37/3-0-0, 5=133/3-0-0 Max Horz 6=71(LC 5) Max Uplift6=-15(LC 4), 4=-6(LC 5), 5=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4, 5. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE10 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104902 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-urh?iqy8aioBYBT?laGf4md_gFs41VPfuxxpNZzNtvH Scale = 1:82.0 Sheet Back Right Option 5-8-6 1 Ply 7/16OSB8 1 2 3 4 5 6 16 15 14 13 11 10 9 8 7 12 3x6 4x6 4x8 3x6 5x8 3x6 3x8 3x4 3x4 3x4 3x4 2x4 3x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-3-0 9-3-0 11-3-0 2-0-0 13-5-11 2-2-11 14-9-10 1-3-15 20-6-0 5-8-6 6-7-13 6-7-13 9-3-0 2-7-3 11-3-0 2-0-0 15-9-4 4-6-4 20-6-0 4-8-12 1-3-08-11-81-3-08-11-810.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-6-4,0-2-0], [22:0-0-6,0-1-2], [22:0-0-0,0-0-6], [27:0-1-9,0-1-0], [30:0-1-9,0-1-0], [45:0-1-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.56 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.02 (loc) 14-16 14-16 7 l/defl >999 >508 n/a L/d 240 180 n/a PLATES MT20 Weight: 273 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-14,4-14,4-13,1-16,6-7: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13 REACTIONS.All bearings 7-3-13 except (jt=length) 16=0-5-8, 12=0-3-8. (lb) - Max Horz 16=213(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 16, 7 except 11=-106(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9, 8, 12 except 16=751(LC 1), 7=678(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-418/60, 2-3=-650/173, 3-4=-431/174, 4-5=-608/188, 5-6=-265/148, 1-16=-336/64 BOT CHORD 15-16=-112/543, 14-15=-112/543, 13-14=-36/393, 12-13=-33/502, 11-12=-33/502, 10-11=-33/502, 9-10=-33/502, 8-9=-33/502, 7-8=-33/502 WEBS 4-14=-42/269, 2-16=-439/92, 5-7=-533/20 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 7 except (jt=lb) 11=106. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss GE13 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104903 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-FpVumX0HOEQTeyLyY7sqnqKk6GbgimjO2Dfa3mzNtvC Scale = 1:99.2 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 5x10 MT18HS 4x6 3x6 3x4 3x6 3x6 3x4 3x8 3x12 3x6 5x8 3x6 3x6 4x8 3x6 6x6 3x6 3x8 3x4 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x4 3x4 8-2-4 8-2-4 13-10-12 5-8-8 18-4-4 4-5-8 20-6-0 2-1-12 25-7-0 5-1-0 30-8-0 5-1-0 31-8-8 1-0-8 32-11-8 1-3-0 8-2-4 8-2-4 13-10-12 5-8-8 18-4-4 4-5-8 20-6-0 2-1-12 25-7-0 5-1-0 30-8-0 5-1-0 31-8-8 1-0-8 32-11-8 1-3-0 33-11-8 1-0-0 7-4-212-1-71-0-00-8-012-1-77.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8], [3:0-3-8,0-2-0], [15:0-4-8,0-2-8], [16:0-2-8,0-1-8], [17:0-3-8,0-2-8], [24:0-2-0,0-0-0], [25:0-1-11,0-1-0], [27:0-1-11,0-1-0], [63:0-1-8,0-1-0], [81:0-2-0,0-0-8], [84:0-2-0,0-0-8], [87:0-2-0,0-0-8], [88:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.99 0.47 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.28 0.04 (loc) 21-23 21-23 12 l/defl >999 >788 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 867 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-21,2-20,3-20,4-20,4-19,4-17,1-21: 2x4 SPF No.2 1-23,10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 41-42,73-74: 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.): 2-3. 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 5-18, 2-21, 2-20, 3-20, 4-19, 1-23 REACTIONS.(lb/size) 23=645/0-3-8, 12=545/0-3-8, 19=1490/0-3-8 Max Horz 23=-371(LC 4) Max Uplift23=-19(LC 6), 12=-55(LC 7), 19=-76(LC 7) Max Grav 23=667(LC 10), 12=551(LC 11), 19=1490(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-427/162, 7-8=-494/43, 8-9=-766/28, 9-10=-383/31, 1-23=-583/100, 10-12=-516/70 BOT CHORD 22-23=-198/333, 21-22=-198/333, 20-21=-133/271, 16-17=0/365, 15-16=0/721 WEBS 2-20=-309/64, 3-20=-258/104, 4-20=0/613, 4-19=-1328/102, 4-17=-75/526, 7-17=-498/101, 7-16=0/305, 8-16=-366/90, 13-15=0/338, 9-15=-23/522, 9-13=-392/0, 1-21=-90/305, 10-13=0/295 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) The Fabrication Tolerance at joint 2 = 8% 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) 23, 12, 19. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M01 Truss Type Monopitch Qty 6 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104904 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-FpVumX0HOEQTeyLyY7sqnqKq4Gd9it7O2Dfa3mzNtvC Scale = 1:81.9 1 2 3 4 6 5 4x8 5x8 3x4 3x4 4x8 9-9-8 9-9-8 -1-0-0 1-0-0 4-10-12 4-10-12 9-9-8 4-10-12 5-6-1011-3-37.00 12 Plate Offsets (X,Y)-- [4:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.61 0.38 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.54 0.00 (loc) 5-6 5-6 5 l/defl >522 >212 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5, 3-6 REACTIONS.(lb/size) 5=376/Mechanical, 6=453/0-3-8 Max Horz 6=330(LC 5) Max Uplift5=-159(LC 5), 6=-23(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=159. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M02 Truss Type Monopitch Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104905 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-j?2Gzt0v9XYKG6w86qN3K1s4Ugx0RD6YHtO7bDzNtvB Scale = 1:79.8 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 910 3x6 6x8 2x4 2x4 3x4 2x4 2x4 3x4 3x8 4x8 3x4 3x4 5x8 8x8 3x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 14-9-0 2-3-8 15-11-0 1-2-0 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-11-0 3-5-8 1-0-010-3-70-8-07.00 12 Plate Offsets (X,Y)-- [8:0-1-7,Edge], [12:0-3-8,0-2-8], [14:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.40 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.04 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,8-12: 2x4 SPF No.2, 2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-11 REACTIONS.(lb/size) 9=508/1-5-8, 17=687/0-3-8, 10=122/0-3-8 Max Horz 17=306(LC 5) Max Uplift9=-170(LC 5), 17=-33(LC 6), 10=-127(LC 6) Max Grav 9=508(LC 1), 17=687(LC 1), 10=142(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-504/30, 3-4=-1024/95, 4-5=-755/45, 5-6=-336/43, 6-7=-252/68, 7-8=-318/119, 8-9=-553/109, 2-17=-644/69 BOT CHORD 16-17=-274/232, 13-14=-257/950, 12-13=-105/591 WEBS 7-12=-269/93, 3-16=-536/77, 14-16=-233/458, 3-14=-119/677, 4-13=-369/167, 5-13=0/302, 5-12=-489/118, 8-12=-112/651, 2-16=0/393 NOTES-(4-5) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 9=170, 10=127. 4) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 5) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M03 Truss Type Monopitch Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104906 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-j?2Gzt0v9XYKG6w86qN3K1s3FgxzRD6YHtO7bDzNtvB Scale = 1:79.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x8 2x4 2x4 3x4 2x4 2x4 3x4 3x8 4x8 3x4 3x4 5x8 8x8 3x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-11-0 3-5-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-11-0 3-5-8 1-0-010-3-70-8-07.00 12 Plate Offsets (X,Y)-- [8:0-1-7,Edge], [11:0-3-8,0-2-8], [13:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.41 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.04 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,8-11: 2x4 SPF No.2, 2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-10 REACTIONS.(lb/size) 9=621/Mechanical, 16=696/0-3-8 Max Horz 16=306(LC 5) Max Uplift9=-102(LC 6), 16=-43(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-512/45, 3-4=-1041/113, 4-5=-773/79, 5-6=-354/77, 6-7=-270/102, 7-8=-333/149, 8-9=-581/138, 2-16=-652/85 BOT CHORD 15-16=-273/231, 12-13=-240/965, 11-12=-88/606 WEBS 7-11=-265/89, 3-15=-545/78, 13-15=-224/466, 3-13=-129/687, 4-12=-369/166, 5-12=0/301, 5-11=-489/118, 8-11=-149/686, 2-15=0/400 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) 16 except (jt=lb) 9=102. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M04 Truss Type Monopitch Qty 2 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104907 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-BCcfAD1YwrgBuGVLfYuIsFPBQ3H_AkthVX8g7fzNtvA Scale = 1:72.7 1 2 3 4 5 8 7 6 3x6 4x6 5x6 3x4 3x4 3x4 3x12 7-11-8 7-11-8 15-11-0 7-11-8 -1-0-0 1-0-0 7-11-8 7-11-8 15-11-0 7-11-8 1-0-010-3-77.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-8], [5:0-3-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.42 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.01 (loc) 6-7 6-7 6 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,2-7: 2x3 SPF No.2, 2-8: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS.(lb/size) 6=619/Mechanical, 8=698/0-3-8 Max Horz 8=306(LC 5) Max Uplift6=-101(LC 6), 8=-45(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/83, 2-8=-621/130 BOT CHORD 7-8=-258/389, 6-7=-78/532 WEBS 3-7=0/323, 3-6=-613/155 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=101. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M05 Truss Type Monopitch Qty 4 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104908 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-BCcfAD1YwrgBuGVLfYuIsFPBb3KvAgGhVX8g7fzNtvA Scale = 1:63.2 1 2 3 6 5 4 5x6 3x6 4x8 3x4 3x4 3x4 5-10-0 5-10-0 11-8-0 5-10-0 5-10-0 5-10-0 11-8-0 5-10-0 2-2-18-11-117.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.54 0.23 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 1-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=455/Mechanical, 6=455/Mechanical Max Horz 6=256(LC 5) Max Uplift4=-86(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-417/79, 1-6=-397/69 BOT CHORD 4-5=-87/292 WEBS 2-4=-378/122 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M06 Truss Type Monopitch Qty 4 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104909 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-BCcfAD1YwrgBuGVLfYuIsFP9g3KIAkohVX8g7fzNtvA Scale = 1:53.0 1 2 3 6 5 4 3x6 2x4 3x4 2x4 3x4 3x4 4-4-0 4-4-0 8-8-0 4-4-0 4-4-0 4-4-0 8-8-0 4-4-0 2-2-17-2-117.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.67 0.21 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=337/Mechanical, 6=337/Mechanical Max Horz 6=204(LC 5) Max Uplift4=-68(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/63, 1-6=-304/47 WEBS 2-4=-288/99 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M07 Truss Type Monopitch Qty 4 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104910 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-fOA1OZ2Ah9o2VQ4XDFQXPSyI?TgGvFnqkBtEg5zNtv9 Scale = 1:25.1 1 2 3 6 5 4 2x4 6x6 3x4 3x4 5-6-4 5-6-4 7-4-8 1-10-4 -1-0-0 1-0-0 7-4-8 7-4-8 0-9-03-2-84.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.82 0.22 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 -0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 7-4-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=162/Mechanical, 6=318/0-3-0, 5=159/0-3-8 Max Horz 6=101(LC 5) Max Uplift4=-84(LC 6), 6=-73(LC 4) Max Grav 4=162(LC 1), 6=318(LC 1), 5=237(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-275/155 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M09 Truss Type Monopitch Qty 4 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104911 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-fOA1OZ2Ah9o2VQ4XDFQXPSyMtTh4vF6qkBtEg5zNtv9 Scale = 1:20.7 1 2 3 5 4 3x6 3x8 3x8 5-4-0 5-4-0 -1-0-0 1-0-0 5-4-0 5-4-0 0-9-02-6-52-2-130-3-82-6-54.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=278/0-3-8, 4=194/0-1-8 Max Horz 5=77(LC 5) Max Uplift5=-50(LC 4), 4=-21(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss M10 Truss Type Monopitch Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104912 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-fOA1OZ2Ah9o2VQ4XDFQXPSyNuTh2vF6qkBtEg5zNtv9 Scale = 1:21.1 1 2 4 3 3x8 3x6 3x4 5-4-0 5-4-0 5-4-0 5-4-0 0-9-102-6-154.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.51 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=203/Mechanical, 4=203/0-3-8 Max Horz 4=73(LC 5) Max Uplift3=-25(LC 6), 4=-12(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss PB01 Truss Type GABLE Qty 7 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104913 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-7akPbu3oSSwv7ZfjnzxmxgUd6t2ZehB_zrdnCYzNtv8 Scale = 1:33.3 2 3 4 5 6 10 9 8 1 7 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-5-3 14-5-3 7-2-10 7-2-10 14-5-3 7-2-10 4-2-80-1-40-1-87.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-3. (lb) - Max Horz 1=-94(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6 except 9=289(LC 1), 10=290(LC 10), 8=290(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss PB02 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104914 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-cmInpE3QDm2mljEwLgS?Ut1lqHOWN8e7BVMLk_zNtv7 Scale = 1:28.6 2 3 4 5 6 9 8 1 7 3x6 3x4 3x6 2x4 4x6 2x4 2x4 14-5-3 14-5-3 5-9-7 5-9-7 8-7-13 2-10-6 14-5-3 5-9-7 3-4-80-1-40-1-83-3-07.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [4:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.35 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-5-3. (lb) - Max Horz 1=-75(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 8, 9 except 1=-133(LC 1), 7=-253(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=360(LC 10), 6=524(LC 11), 8=341(LC 1), 9=289(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8, 9 except (jt=lb) 1=133, 7=253. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss PB03 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104915 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-cmInpE3QDm2mljEwLgS?Ut1ouHOrN8u7BVMLk_zNtv7 Scale = 1:24.5 2 3 4 5 6 7 11 10 9 1 8 3x6 3x4 3x4 2x4 4x6 2x4 2x4 2x4 2x4 14-5-3 14-5-3 2-11-2 2-11-2 11-6-1 8-6-15 14-5-3 2-11-2 1-8-80-1-40-1-81-7-07.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-5-3. (lb) - Max Horz 1=-36(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 2, 7, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 7 except 9=272(LC 11), 10=343(LC 11), 11=277(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-258/107 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 2, 7, 9, 10, 11. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T01 Truss Type Hip Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104916 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-4zs90a42_4BdMto6uNzE15ap5hdt6QLHQ96uGQzNtv6 Scale = 1:75.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x10 MT18HS 5x10 MT18HS 5x8 10x10 3x6 3x6 3x4 3x4 3x4 3x4 3x6 3x8 3x6 6-6-5 6-6-5 12-10-1 6-3-13 14-7-4 1-9-3 24-3-5 9-8-1 32-11-8 8-8-3 -1-0-0 1-0-0 6-6-5 6-6-5 12-10-1 6-3-13 18-6-11 5-8-10 24-3-5 5-8-10 32-11-8 8-8-3 1-0-08-5-143-5-18-5-147.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-8], [7:0-6-4,0-1-12], [16:Edge,0-8-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.55 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.01 (loc) 10-12 10-12 9 l/defl >999 >673 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 152 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,3-13,5-13,7-10,2-15: 2x3 SPF No.2, 2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-12, 6-12, 7-10 REACTIONS.(lb/size) 16=537/0-3-8, 12=1508/0-3-8, 9=637/0-3-8 Max Horz 16=238(LC 5) Max Uplift16=-68(LC 6), 12=-54(LC 5), 9=-40(LC 7) Max Grav 16=540(LC 10), 12=1508(LC 1), 9=670(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-512/75, 6-7=-395/154, 7-8=-590/121, 8-9=-584/98, 2-16=-478/110 BOT CHORD 15-16=-218/267, 14-15=-118/361, 13-14=-118/361 WEBS 3-15=0/271, 3-13=-489/119, 5-13=-50/285, 5-12=-694/112, 6-12=-714/123, 6-10=-12/422, 8-10=-45/275 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 12%, joint 7 = 16%, joint 8 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12, 9. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T02 Truss Type HIP Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104917 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-4zs90a42_4BdMto6uNzE15avMhar6TMHQ96uGQzNtv6 Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 16 15 14 13 1217 3x6 5x8 4x6 4x6 2x4 2x4 3x6 5x8 2x4 2x4 3x6 4x6 3x8 4x8 3x6 3x6 3x4 3x8 3x6 3x4 3x4 3x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 14-5-8 2-0-0 15-8-6 1-2-14 21-5-0 5-8-10 27-1-0 5-8-0 32-11-8 5-10-8 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 15-8-6 3-2-14 21-5-0 5-8-10 27-1-0 5-8-0 32-11-8 5-10-8 1-0-010-1-143-5-10-8-010-1-147.00 12 Plate Offsets (X,Y)-- [8:0-6-0,0-2-4], [9:0-3-8,0-2-0], [19:0-3-8,0-2-8], [20:0-2-8,0-1-8], [21:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.43 0.74 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.18 0.07 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-18: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-19,8-16,8-14,9-14,10-14: 2x4 SPF No.2, 11-12,2-24: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-18, 8-16, 9-14, 10-14 REACTIONS.(lb/size) 24=912/0-3-8, 12=937/0-3-8, 17=831/0-3-8 Max Horz 24=277(LC 5) Max Uplift24=-61(LC 6), 12=-39(LC 7), 17=-56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/59, 3-4=-1449/120, 4-5=-1191/109, 5-6=-777/111, 6-7=-691/139, 7-8=-737/214, 8-9=-576/182, 9-10=-760/176, 10-11=-836/121, 11-12=-880/94, 2-24=-865/98 BOT CHORD 23-24=-253/238, 20-21=-260/1319, 19-20=-107/968, 15-16=-54/434, 14-15=-54/434, 13-14=0/656 WEBS 3-23=-780/86, 21-23=-222/660, 3-21=-121/916, 4-20=-361/157, 5-20=0/295, 5-19=-488/109, 16-19=-56/478, 8-19=-135/476, 8-16=-609/88, 8-14=-39/323, 11-13=0/708, 2-23=-2/584 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 12, 17. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T03 Truss Type ROOF SPECIAL Qty 2 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104918 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Y9QYEw5glNJU_1NIS5UTZI62u4?8rqJQfprRpszNtv5 Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 3x6 3x8 2x4 2x4 3x6 5x8 2x4 2x4 3x6 3x6 3x8 4x8 3x6 3x6 3x6 5x12 3x4 3x6 3x4 3x4 4x6 3x6 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 14-7-4 2-1-12 18-6-11 3-11-7 25-7-13 7-1-3 32-11-8 7-3-11 -1-0-0 1-0-0 1-3-0 1-3-0 2-3-8 1-0-8 7-4-8 5-1-0 12-5-8 5-1-0 18-6-11 6-1-3 25-7-13 7-1-3 32-11-8 7-3-11 1-0-011-9-143-5-10-8-07.00 12 Plate Offsets (X,Y)-- [8:0-9-4,0-2-4], [11:0-3-0,0-1-8], [18:0-3-8,0-2-8], [19:0-2-8,0-1-8], [20:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.57 0.36 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.04 (loc) 12-13 12-13 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-18,8-16,8-14,9-14: 2x4 SPF No.2, 11-12,2-23: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-17, 8-16, 9-14 REACTIONS.(lb/size) 23=500/0-3-8, 16=1571/0-3-8, 12=609/0-3-8 Max Horz 23=316(LC 5) Max Uplift23=-21(LC 6), 16=-143(LC 6), 12=-37(LC 7) Max Grav 23=515(LC 10), 16=1571(LC 1), 12=642(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-350/19, 3-4=-699/56, 4-5=-419/22, 9-10=-400/88, 10-11=-558/63, 11-12=-576/74, 2-23=-487/56 BOT CHORD 22-23=-289/266, 19-20=-292/663, 18-19=-116/298, 13-14=0/402 WEBS 7-18=-356/172, 3-22=-353/93, 20-22=-251/362, 3-20=-106/486, 4-19=-376/181, 5-19=0/306, 5-18=-475/101, 16-18=-425/210, 8-18=-171/649, 8-16=-1414/122, 8-14=-30/450, 9-14=-437/141, 11-13=0/385, 2-22=0/277 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 12 except (jt=lb) 16=143. 5) 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. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T04 Truss Type Common Qty 2 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104919 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-0L_wRG6IWhRLcByV0o?i6WfDNUM?aLTZuTb?LJzNtv4 Scale = 1:73.1 1 2 3 4 5 6 11 10 9 8 7 3x6 4x10 3x6 3x4 3x6 3x6 3x4 3x8 2x4 3x6 3x8 6-5-14 6-5-14 12-9-4 6-3-6 20-0-8 7-3-4 6-5-14 6-5-14 12-9-4 6-3-6 14-0-8 1-3-4 20-0-8 6-0-0 1-0-09-2-55-8-57.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.32 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.01 (loc) 7-8 7-8 7 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-8,5-7: 2x4 SPF No.2, 6-7: 2x4 SPF-S Stud, 1-11: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 5-7 REACTIONS.(lb/size) 11=463/0-3-8, 8=893/0-3-8, 7=217/0-3-8 Max Horz 11=272(LC 5) Max Uplift11=-13(LC 6), 8=-65(LC 6), 7=-37(LC 7) Max Grav 11=463(LC 1), 8=893(LC 1), 7=277(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-506/77, 1-11=-399/73 BOT CHORD 10-11=-244/299, 9-10=-109/357, 8-9=-109/357 WEBS 2-8=-478/127, 4-8=-302/127, 5-8=-270/0 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T05 Truss Type Piggyback Base Qty 9 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104920 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-0L_wRG6IWhRLcByV0o?i6WfA8UBVaKQZuTb?LJzNtv4 Scale = 1:98.0 1 2 3 4 5 6 7 8 9 10 11 22 21 2019 18 17 16 15 14 13 12 3x6 5x12 6x8 4x8 4x8 6x16 3x6 3x6 6x8 3x4 3x6 4x8 5x6 2x4 4x8 3x4 3x6 4x6 3x6 5x12 3x6 5-5-5 5-5-5 10-8-3 5-2-13 15-11-0 5-2-13 19-2-2 3-3-2 26-4-12 7-2-10 33-7-6 7-2-10 39-1-15 5-6-9 44-11-0 5-9-1 -1-0-0 1-0-0 5-5-5 5-5-5 10-8-3 5-2-13 15-11-0 5-2-13 19-2-2 3-3-2 26-4-12 7-2-10 33-7-6 7-2-10 39-1-15 5-6-9 44-11-0 5-9-1 1-0-012-2-41-0-04-7-27-7-27.00 12 3.57 12 Plate Offsets (X,Y)-- [2:0-4-15,0-2-8], [7:0-8-8,0-2-0], [9:0-4-12,0-2-0], [13:0-2-8,0-2-0], [17:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.99 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.87 0.47 (loc) 18 18-20 12 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 194 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* 7-16,9-16,2-21: 2x4 SPF No.2, 2-22,11-12: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-13 max.): 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21,18-20. WEBS 1 Row at midpt 6-17, 7-16 REACTIONS.(lb/size) 22=1853/0-5-8, 12=1777/Mechanical Max Horz 22=285(LC 5) Max Uplift22=-102(LC 6), 12=-29(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4088/375, 3-4=-4376/404, 4-5=-4234/421, 5-6=-3981/407, 6-7=-3118/371, 7-8=-2669/341, 8-9=-2669/341, 9-10=-2467/291, 10-11=-2588/243, 2-22=-1875/239, 11-12=-1700/175 BOT CHORD 21-22=-288/378, 20-21=-405/3619, 19-20=-356/3863, 18-19=-346/3887, 17-18=-246/3335, 16-17=-202/2685, 15-16=-76/2068, 14-15=-76/2068, 13-14=-129/2154, 12-13=-44/420 WEBS 3-21=-466/102, 3-20=-55/296, 5-18=-404/146, 6-18=-101/1318, 6-17=-1298/192, 7-17=-100/1233, 8-16=-456/197, 9-16=-186/944, 9-14=0/312, 2-21=-219/3115, 11-13=-86/1754 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 22 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) 12 except (jt=lb) 22=102. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T06 Truss Type Common Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104921 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-UYXIec7xH?ZCDLXhaWXxejCLzuduJsjj67KYtlzNtv3 Scale = 1:94.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x6 3x6 3x6 3x6 3x6 4x6 3x8 3x6 3x4 3x6 3x6 5x8 12x12 3x6 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 2-1-711-9-101-0-07.00 12 Plate Offsets (X,Y)-- [9:Edge,0-10-0], [10:0-2-8,0-1-8], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.73 0.59 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.32 0.07 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,5-11,7-11,7-10,8-10: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-13 REACTIONS.(lb/size) 16=1393/0-3-8, 9=1393/Mechanical Max Horz 16=-289(LC 4) Max Uplift16=-57(LC 6), 9=-65(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1716/139, 2-3=-1491/166, 3-4=-1385/226, 4-5=-1339/233, 5-6=-1623/203, 6-7=-1742/185, 7-8=-2026/163, 1-16=-1307/135, 8-9=-1319/124 BOT CHORD 15-16=-257/344, 14-15=-57/1378, 13-14=-57/1378, 12-13=0/1424, 11-12=0/1424, 10-11=-54/1667, 9-10=-57/422 WEBS 3-13=-439/152, 4-13=-85/828, 5-13=-594/149, 5-11=0/362, 7-11=-319/106, 1-15=0/1180, 8-10=-6/1255 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 1 = 4% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T07 Truss Type Common Qty 3 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104922 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-UYXIec7xH?ZCDLXhaWXxejCI1uduJsfj67KYtlzNtv3 Scale = 1:94.3 1 2 3 4 5 6 7 89 17 16 15 14 13 12 11 10 3x6 5x6 3x6 3x6 3x6 3x6 4x6 3x8 3x6 3x4 3x6 3x6 5x8 12x12 3x6 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 8-4-14 8-4-14 16-7-4 8-2-6 22-8-8 6-1-4 28-9-12 6-1-4 35-1-8 6-3-12 36-1-8 1-0-0 2-1-711-9-101-0-07.00 12 Plate Offsets (X,Y)-- [10:Edge,0-10-0], [11:0-2-8,0-1-8], [16:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.59 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.32 0.07 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,5-12,7-12,7-11,8-11: 2x3 SPF No.2, 8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-14 REACTIONS.(lb/size) 17=1392/0-3-8, 10=1463/0-3-8 Max Horz 17=-299(LC 4) Max Uplift17=-57(LC 6), 10=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1715/165, 2-3=-1383/181, 3-4=-1254/225, 4-5=-1337/233, 5-6=-1645/202, 6-7=-1738/183, 7-8=-2018/161, 1-17=-1306/135, 8-10=-1389/161 BOT CHORD 16-17=-249/354, 15-16=-45/1376, 14-15=-45/1376, 13-14=0/1421, 12-13=0/1421, 11-12=-23/1660, 10-11=-22/372 WEBS 2-14=-439/152, 4-14=-85/826, 5-14=-591/149, 5-12=0/361, 7-12=-314/105, 1-16=0/1178, 8-11=-11/1297 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 1 = 4% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 10=101. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T08 Truss Type Hip Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104923 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-yk5gsy7Z2Ih3rU6t7D2ABxkYKIzF2JHsLm45PBzNtv2 Scale = 1:85.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 6x10 6x10 3x6 3x6 3x6 3x6 3x6 3x4 3x8 3x6 3x6 6x6 3x6 4x10 3x6 7-4-0 7-4-0 14-5-8 7-1-8 18-9-0 4-3-8 26-10-0 8-1-0 35-1-8 8-3-8 7-4-0 7-4-0 14-5-8 7-1-8 18-9-0 4-3-8 26-10-0 8-1-0 35-1-8 8-3-8 36-1-8 1-0-0 2-1-710-6-101-0-010-6-107.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-1-12], [5:0-6-8,0-2-0], [11:0-2-8,0-1-8], [16:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.59 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.07 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,7-11,1-16,8-11: 2x3 SPF No.2, 8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-6 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 4-13, 7-13 REACTIONS.(lb/size) 17=1389/0-3-8, 10=1465/0-3-8 Max Horz 17=-271(LC 4) Max Uplift17=-50(LC 6), 10=-97(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1680/167, 2-3=-1457/187, 3-4=-1342/226, 4-5=-1201/236, 5-6=-1386/222, 6-7=-1514/178, 7-8=-2010/177, 1-17=-1313/133, 8-10=-1379/181 BOT CHORD 16-17=-223/309, 15-16=-34/1361, 14-15=-34/1361, 13-14=0/1162, 12-13=-13/1631, 11-12=-13/1631, 10-11=-49/528 WEBS 2-14=-302/132, 4-14=-26/329, 4-13=-134/261, 5-13=-3/397, 7-13=-538/152, 7-11=0/251, 1-16=-13/1224, 8-11=0/1108 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T09 Truss Type Hip Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104924 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-yk5gsy7Z2Ih3rU6t7D2ABxkV4I?_2J7sLm45PBzNtv2 Scale = 1:71.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 6x10 6x10 3x6 3x4 3x6 3x6 3x6 3x4 3x8 2x4 3x4 3x6 3x6 3x6 4x8 3x6 5-10-14 5-10-14 11-7-3 5-8-6 16-7-4 5-0-1 21-7-5 5-0-1 28-3-2 6-7-14 35-1-8 6-10-6 5-10-14 5-10-14 11-7-3 5-8-6 16-7-4 5-0-1 21-7-5 5-0-1 28-3-2 6-7-14 35-1-8 6-10-6 36-1-8 1-0-0 2-1-78-10-101-0-08-10-107.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-7-0,0-1-12], [5:0-6-4,0-1-12], [11:0-2-8,0-1-8], [17:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.47 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.07 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-16,3-14,4-14,5-14,5-12: 2x4 SPF No.2, 1-18: 2x4 SPF-S Stud 8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-12 REACTIONS.(lb/size) 18=1389/0-3-8, 10=1465/0-3-8 Max Horz 18=-232(LC 4) Max Uplift18=-37(LC 6), 10=-86(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1601/165, 2-3=-1552/223, 3-4=-1413/236, 4-5=-1413/236, 5-6=-1668/225, 6-7=-1820/182, 7-8=-2000/161, 1-18=-1324/132, 8-10=-1388/179 BOT CHORD 16-17=-94/1310, 15-16=-59/1267, 14-15=-59/1267, 13-14=0/1357, 12-13=0/1357, 11-12=-32/1638, 10-11=-19/398 WEBS 2-17=-284/88, 3-16=-7/253, 3-14=-134/395, 4-14=-291/143, 5-14=-155/253, 5-12=0/396, 6-12=-362/124, 1-17=-39/1253, 8-11=-18/1249 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T10 Truss Type Common Qty 5 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104925 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Qwf23I8BpcpwTeh3hxZPk8HjniKynkn0aQpfyezNtv1 Scale = 1:71.5 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x4 5x8 5x8 3x4 9-8-8 9-8-8 19-5-0 9-8-8 -1-0-0 1-0-0 4-11-8 4-11-8 9-8-8 4-9-0 14-5-8 4-9-0 19-5-0 4-11-8 20-5-0 1-0-0 1-3-09-4-11-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.56 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.02 (loc) 8-9 8-9 8 l/defl >999 >760 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9,2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=834/0-3-8, 8=834/0-3-8 Max Horz 11=-224(LC 4) Max Uplift11=-60(LC 6), 8=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-413/83, 3-4=-653/143, 4-5=-653/143, 5-6=-413/83, 2-11=-402/117, 6-8=-402/117 BOT CHORD 10-11=-59/544, 9-10=-59/544, 8-9=0/544 WEBS 4-9=-76/470, 3-11=-464/53, 5-8=-464/53 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T11 Truss Type Common Qty 3 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104926 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Qwf23I8BpcpwTeh3hxZPk8HjgiK9nkc0aQpfyezNtv1 Scale = 1:71.5 1 2 3 4 5 6 10 9 8 7 4x6 3x6 3x6 3x4 3x8 3x4 3x4 5x8 5x6 9-8-8 9-8-8 19-2-0 9-5-8 -1-0-0 1-0-0 4-11-8 4-11-8 9-8-8 4-9-0 14-4-0 4-7-8 19-2-0 4-10-0 1-3-09-4-11-5-810.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.54 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.02 (loc) 8-10 8-10 7 l/defl >999 >733 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8,2-10,6-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=826/0-3-8, 7=753/Mechanical Max Horz 10=238(LC 5) Max Uplift10=-59(LC 6), 7=-23(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/82, 3-4=-642/142, 4-5=-638/144, 5-6=-351/83, 2-10=-402/117, 6-7=-308/78 BOT CHORD 9-10=-74/537, 8-9=-74/537, 7-8=0/520 WEBS 4-8=-77/457, 3-10=-453/54, 5-7=-476/49 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) 10, 7. 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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T12 Truss Type Common Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104927 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-u7DRHe9pawxm4oGGFe4eGMqre5gTWF29p4ZCU4zNtv0 Scale = 1:71.5 1 2 3 4 8 7 6 5 3x6 4x6 5x8 3x6 3x4 5x8 3x4 3x8 9-8-8 9-8-8 16-3-8 6-7-0 16-3-9 0-0-1 4-11-8 4-11-8 9-8-8 4-9-0 16-3-8 6-7-0 1-3-09-4-13-10-410.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.83 0.54 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.01 (loc) 6-8 6-8 5 l/defl >999 >528 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-6,1-8: 2x4 SPF No.2, 4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=640/0-3-8, 5=640/Mechanical Max Horz 8=252(LC 5) Max Uplift8=-17(LC 6), 5=-32(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/74, 2-3=-480/135, 3-4=-519/121, 1-8=-366/76, 4-5=-584/72 BOT CHORD 7-8=-119/429, 6-7=-119/429 WEBS 3-6=-30/280, 4-6=-38/288 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T13 Truss Type Common Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104928 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-u7DRHe9pawxm4oGGFe4eGMqw_5kBWFR9p4ZCU4zNtv0 Scale = 1:70.2 1 2 3 4 5 12 11 10 9 8 7 6 3x4 3x8 5x8 6x10 3x4 3x6 3x6 3x6 3x4 3x4 2x4 3x4 6-5-14 6-5-14 10-0-4 3-6-6 13-5-6 3-5-2 14-7-10 1-2-3 20-0-8 5-4-14 6-5-14 6-5-14 20-0-8 13-6-10 1-0-08-10-25-8-58-10-27.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [4:0-7-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.49 0.30 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.02 (loc) 11-12 11-12 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-12: 2x6 SP No.1, 5-6: 2x4 SPF-S Stud, 2-11,1-11,2-9: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 4-6 REACTIONS.(lb/size) 12=787/0-3-8, 6=787/0-3-8 Max Horz 12=264(LC 5) Max Uplift12=-36(LC 6), 6=-39(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-715/90, 1-2=-1028/104, 2-3=-769/160, 3-4=-412/156 BOT CHORD 11-12=-231/334, 10-11=-108/809, 9-10=-108/809, 8-9=-67/423, 7-8=-47/377, 6-7=-49/375 WEBS 1-11=0/479, 3-8=-443/151, 2-9=-388/130, 3-9=-70/402, 4-6=-671/29, 4-8=-139/427 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T14 Truss Type Common Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104929 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-u7DRHe9pawxm4oGGFe4eGMqzY5mZWJX9p4ZCU4zNtv0 Scale = 1:37.8 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-3-04-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=308/0-3-0, 4=308/0-3-0 Max Horz 6=-110(LC 4) Max Uplift6=-10(LC 7), 4=-10(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/46, 2-3=-252/46, 1-6=-279/50, 3-4=-279/50 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T15 Truss Type Common Qty 2 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104930 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-NJnpUzARLD3diyrSpMbtpZM8IV6_FmqJ1kIm0WzNtv? Scale = 1:37.8 1 2 3 6 5 4 3x6 4x6 3x6 2x4 2x4 3x8 3-8-0 3-8-0 7-8-0 4-0-0 3-8-0 3-8-0 7-8-0 4-0-0 1-6-54-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=295/0-3-8, 4=295/0-3-0 Max Horz 6=-113(LC 4) Max Uplift6=-11(LC 7), 4=-9(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-269/47, 3-4=-264/50 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T16 Truss Type Common Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104931 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-NJnpUzARLD3diyrSpMbtpZM8JV7wFmwJ1kIm0WzNtv? Scale = 1:37.8 1 2 3 7 6 45 3x6 4x6 3x6 2x4 2x4 3x8 3-4-8 3-4-8 5-10-0 2-5-8 7-4-8 1-6-8 3-4-8 3-4-8 7-4-8 4-0-0 1-9-44-7-01-3-010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.26 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=274/Mechanical, 4=249/1-10-0, 5=44/0-3-8 Max Horz 7=-116(LC 4) Max Uplift7=-17(LC 7), 4=-24(LC 6) Max Grav 7=274(LC 1), 4=249(LC 1), 5=77(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T17 Truss Type Half Hip Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104932 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-NJnpUzARLD3diyrSpMbtpZMADV8cFmbJ1kIm0WzNtv? Scale: 1"=1' 1 2 5 3 4 4x6 2x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 0-2-6 0-2-6 2-0-0 1-9-10 1-3-01-5-01-1-81-5-010.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=35/Mechanical, 5=164/0-3-0, 4=17/Mechanical Max Horz 5=45(LC 5) Max Uplift3=-19(LC 4), 5=-36(LC 6) Max Grav 3=35(LC 1), 5=164(LC 1), 4=35(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 1-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T18 Truss Type Half Hip Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104933 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-rVLBiJA35XBUK6QeM366LnvK4vSI_DnSGO2JYyzNtv_ Scale: 3/4"=1' 1 2 3 7 6 4 5 4x6 2x4 2x4 3x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 2-0-0 1-0-0 1-3-02-1-01-9-82-1-010.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 7 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=36/Mechanical, 7=164/0-3-0, 5=16/Mechanical Max Horz 7=81(LC 6) Max Uplift4=-15(LC 5), 7=-16(LC 6), 5=-9(LC 6) Max Grav 4=37(LC 11), 7=164(LC 1), 5=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 1-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss T19 Truss Type Half Hip Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104934 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-rVLBiJA35XBUK6QeM366LnvKNvTP_DrSGO2JYyzNtv_ Scale = 1:20.3 1 2 3 6 4 5 3x4 2x4 3x4 1-0-0 1-0-0 2-0-0 1-0-0 -1-0-0 1-0-0 1-9-10 1-9-10 2-0-0 0-2-6 1-3-02-9-02-5-82-9-010.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=37/Mechanical, 6=164/0-3-8, 5=15/Mechanical Max Horz 6=69(LC 6) Max Uplift4=-31(LC 6), 6=-3(LC 6), 5=-9(LC 6) Max Grav 4=37(LC 1), 6=164(LC 1), 5=34(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 70 Bear Creek Estates Job Reference (optional) I33104935 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-JivZvfBhsrJLxG?rwmdLu_SRHJgUjd9bV2ns4PzNtuz Scale = 1:28.5 1 2 3 8 7 6 5 4 9 11 10 12 2x4 3x4 4x8 3x6 2x4 4x6 2x4 3x4 3x8 2x4 4x6 2-8-0 2-8-0 5-4-0 2-8-0 6-2-12 0-10-12 7-4-0 1-1-4 2-8-0 2-8-0 5-4-0 2-8-0 7-4-0 2-0-0 1-9-103-6-150-5-84.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.58 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-6: 2x4 SP 2400F 2.0E, 1-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 3-9 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=879/Mechanical, 8=1771/0-3-8 Max Horz 8=91(LC 4) Max Uplift4=-33(LC 5), 8=-81(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/31 BOT CHORD 7-8=-78/1054, 7-12=-78/1054, 6-12=-78/1054, 5-6=-54/1165, 4-5=-54/1165 WEBS 9-11=-1743/89, 5-11=-22/439, 6-11=-46/686, 4-11=-1402/65, 2-7=-43/1470, 2-8=-1259/52, 2-6=-986/81 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 740 lb down and 30 lb up at 0-1-12, and 733 lb down and 35 lb up at 2-4-12, and 733 lb down and 35 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-8=-20 Concentrated Loads (lb) Vert: 7=-733(F) 8=-740(F) 12=-733(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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 70 Bear Creek Estates Job Reference (optional) I33104936 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-nuSx6?CKd8RCZPZ1UU9aRC_XFjxISzKljiXQcrzNtuy Scale = 1:76.3 1 2 3 4 5 6 13 12 11 10 9 8 714 15 16 17 18 19 20 21 5x12 10x10 5x12 5x8 5x10 MT18HS 5x8 10x10 8x8 8x8 4x8 10x10 5x8 2-9-10 2-9-10 5-1-4 2-3-10 10-0-0 4-10-12 10-6-0 0-6-0 15-4-12 4-10-12 20-6-0 5-1-4 2-9-10 2-9-10 5-1-4 2-3-10 10-0-0 4-10-12 10-6-0 0-6-0 15-4-12 4-10-12 19-10-12 4-6-0 20-6-0 0-7-4 1-3-09-7-01-3-09-7-010.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-0-1], [7:Edge,0-2-8], [8:0-2-8,0-5-0], [9:0-3-8,0-4-0], [10:0-3-8,0-4-0], [12:0-2-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.93 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.04 (loc) 10-12 10-12 7 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 266 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 7-11: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-12,2-10,5-9,5-8: 2x3 SPF No.2, 1-13,6-7: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-15 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=8871/0-5-8, 7=9915/0-5-8 Max Horz 13=-225(LC 3) Max Uplift13=-213(LC 5), 7=-279(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9307/262, 2-3=-7097/287, 3-4=-5310/248, 4-5=-7068/287, 5-6=-9185/259, 1-13=-7185/206, 6-7=-7106/204 BOT CHORD 13-14=-244/2084, 14-15=-244/2084, 12-15=-244/2084, 12-16=-217/7062, 11-16=-217/7062, 11-17=-217/7062, 10-17=-217/7062, 9-10=-117/5310, 9-18=-125/6967, 18-19=-125/6967, 8-19=-125/6967, 8-20=-73/2007, 20-21=-73/2007, 7-21=-73/2007 WEBS 2-12=-68/2982, 2-10=-2500/183, 3-10=-165/4457, 4-9=-161/4271, 5-9=-2365/180, 5-8=-65/2823, 1-12=-67/5104, 6-8=-69/5085 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=213, 7=279. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1757 lb down and 41 lb up at 2-0-12, 1757 lb down and 41 lb up at 4-0-12, 1757 lb down and 41 lb up at 6-0-12, 1757 lb down and 41 lb up at 8-0-12, 1757 lb down and 41 lb up at 10-0-12, 1757 lb down and 41 lb up at 12-0-12, 1757 lb down and 41 lb up at 14-0-12, 1757 lb down and 41 lb up at 16-0-12, and 1757 lb down and 41 lb up at 18-0-12, and 1379 lb down and 74 lb up at 20-2-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 70 Bear Creek Estates Job Reference (optional) I33104936 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:29 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-nuSx6?CKd8RCZPZ1UU9aRC_XFjxISzKljiXQcrzNtuy LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 10=-1757(F) 7=-1379(F) 14=-1757(F) 15=-1757(F) 16=-1757(F) 17=-1757(F) 18=-1757(F) 19=-1757(F) 20=-1757(F) 21=-1757(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 70_BEAR_CREEK_ESTATES Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104937 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-nuSx6?CKd8RCZPZ1UU9aRC_Xyj6OS7lljiXQcrzNtuy Scale = 1:24.3 1 2 3 4 6 5 7 8 9 10 11 12 4x6 2x4 4x6 4x6 3x8 2x4 5-6-4 5-6-4 7-4-8 1-10-4 -1-0-0 1-0-0 6-6-0 6-6-0 7-4-8 0-10-8 0-9-02-11-04.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.74 0.22 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 5=131/Mechanical, 2=308/0-3-0, 6=202/0-3-8 Max Horz 2=85(LC 4) Max Uplift5=-69(LC 3), 2=-71(LC 3) Max Grav 5=131(LC 1), 2=308(LC 1), 6=252(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 13 lb up at 2-0-12, and 4 lb down and 11 lb up at 4-0-12, and 33 lb down and 26 lb up at 6-0-12 on top chord, and 1 lb up at 2-0-12, and 6 lb down and 18 lb up at 4-0-12, and 4 lb down and 19 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 10=0(B) 11=-6(B) 12=2(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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V01 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104938 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-nuSx6?CKd8RCZPZ1UU9aRC_eMj7xS5UljiXQcrzNtuy Scale = 1:62.3 1 2 3 4 5 9 8 7 63x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 18-4-8 18-4-8 9-2-4 9-2-4 18-4-8 9-2-4 0-0-47-7-140-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.18 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-8. (lb) - Max Horz 1=170(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-149(LC 6), 6=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=423(LC 10), 6=423(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-300/189, 4-6=-300/189 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=149 , 6=148. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V02 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104939 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-F40KKLDyOSZ3BZ8D2BgpzPXrB6UgBYJuyMGz8HzNtux Scale = 1:50.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 15-6-14 15-6-14 7-9-7 7-9-7 15-6-14 7-9-7 0-0-46-5-140-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.09 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-14. (lb) - Max Horz 1=-143(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-120(LC 6), 6=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=340(LC 10), 6=340(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=120 , 6=119. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V03 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104940 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-F40KKLDyOSZ3BZ8D2BgpzPXpS6UbBZruyMGz8HzNtux Scale = 1:42.3 1 2 3 4 5 8 7 63x4 6x6 3x4 2x4 2x4 2x4 2x4 2x4 12-9-5 12-9-5 6-4-10 6-4-10 12-9-5 6-4-10 0-0-45-3-140-0-410.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.09 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-9-5. (lb) - Max Horz 1=117(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-103(LC 6), 6=-102(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=260(LC 1), 8=284(LC 10), 6=284(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=103, 6=102. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V04 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104941 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-jHaiXhDa9mhwojjQbvB2Wd4z5WoZw0a2B00XgkzNtuw Scale = 1:34.5 1 2 3 43x8 6x6 3x8 2x4 9-11-11 9-11-11 4-11-13 4-11-13 9-11-11 4-11-13 0-0-44-1-140-0-410.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:Edge,0-2-8], [3:0-3-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=183/9-11-11, 3=183/9-11-11, 4=371/9-11-11 Max Horz 1=-90(LC 4) Max Uplift1=-12(LC 6), 3=-17(LC 7), 4=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V05 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104942 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-jHaiXhDa9mhwojjQbvB2Wd4zPWomw1H2B00XgkzNtuw Scale = 1:25.8 1 2 3 42x4 3x4 2x4 2x4 7-2-1 7-2-1 3-7-1 3-7-1 7-2-1 3-7-1 0-0-42-11-140-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.22 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=150/7-2-1, 3=150/7-2-1, 4=228/7-2-1 Max Horz 1=-64(LC 4) Max Uplift1=-22(LC 7), 3=-26(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V06 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104943 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-jHaiXhDa9mhwojjQbvB2Wd41CWq5w1b2B00XgkzNtuw Scale = 1:14.3 1 2 3 4 2x4 3x4 2x4 2x4 4-4-8 4-4-8 2-2-4 2-2-4 4-4-8 2-2-4 0-0-41-9-140-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.08 0.02 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: 9 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 4-4-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=86/4-4-8, 3=86/4-4-8, 4=131/4-4-8 Max Horz 1=-37(LC 4) Max Uplift1=-13(LC 7), 3=-15(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. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V07 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104944 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-BT84l1ECw3pnQtIc9ciH2qcBowAGfU4BQgl4DAzNtuv Scale = 1:15.4 1 2 3 2x4 2x4 2x4 2-4-7 2-4-7 0-0-41-11-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=79/2-4-7, 3=79/2-4-7 Max Horz 1=50(LC 5) Max Uplift3=-17(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V08 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104945 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-BT84l1ECw3pnQtIc9ciH2qcBrwA4fRSBQgl4DAzNtuv Scale = 1:52.0 1 2 3 4 5 6 10 9 8 73x4 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-6-10 14-6-10 7-11-10 7-11-10 11-4-8 3-4-14 14-6-10 3-2-2 0-0-43-9-116-7-113-9-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.09 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-10. (lb) - Max Horz 1=189(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 8 except 10=-122(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=318(LC 1), 10=348(LC 10), 8=305(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-10=-254/160 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9, 8 except (jt=lb) 10=122. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V09 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104946 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-BT84l1ECw3pnQtIc9ciH2qc7cwA6fSYBQgl4DAzNtuv Scale = 1:43.6 1 2 3 4 5 6 10 9 8 73x4 3x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 13-1-13 13-1-13 6-6-13 6-6-13 8-6-14 2-0-1 13-1-13 4-6-15 0-0-43-9-115-5-113-9-1110.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.09 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-1-13. (lb) - Max Horz 1=163(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 8 except 10=-105(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=336(LC 1), 10=296(LC 10), 8=302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-253/54 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9, 8 except (jt=lb) 10=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V10 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104947 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-ffiSyNFqhNxe21tojKDWb29GSKTCOwWLeKVdlczNtuu Scale = 1:34.1 1 2 3 4 5 8 7 63x8 6x6 3x6 2x4 2x4 2x4 2x4 2x4 11-9-1 11-9-1 5-2-1 5-2-1 5-9-5 0-7-4 11-9-1 5-11-12 0-0-43-9-114-3-113-9-1110.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-2-1,Edge], [3:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.23 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-9-1. (lb) - Max Horz 1=137(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=415(LC 1), 7=288(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-278/106 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 Job 70_BEAR_CREEK_ESTATES Truss V11 Truss Type GABLE Qty 1 Ply 1 70 Bear Creek Estates Job Reference (optional) I33104948 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon Apr 23 08:59:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-ffiSyNFqhNxe21tojKDWb29IHKVFOw0LeKVdlczNtuu Scale = 1:28.4 1 2 3 4 5 8 7 62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-4-4 10-4-4 4-6-13 4-6-13 10-4-4 5-9-7 0-0-43-9-1110.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.40 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-4-4. (lb) - Max Horz 1=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 7=323(LC 1), 8=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. April 23,2018 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.