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HomeMy WebLinkAbout18030049 Truss Plans (2)Re: Liu, Xuegang Pages or sheets covered by this seal: I32522857 thru I32522912 My license renewal date for the state of Indiana is July 31, 2018. 16_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: 16 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE01 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522857 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:14:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-WQPeKoXmAoFJfKwFLVyQqcjqrxPUJeuAjYqmkRziHjx 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 0.10 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: 580 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=-111(LC 4), 56=-128(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=111, 56=128. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE02 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522858 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:14:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-_dz0Y8YOx6OAHUVRuDTfNpG0ELlz24rKyCZKGtziHjw 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 0.08 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: 193 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=-122(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=122, 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE03 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522859 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-SpXOlUZ0iPW0ve4eSw_uw1pAjl55nY1TAsJtpJziHjv 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 0.09 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: 631 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=-134(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=134, 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE04 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522860 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-SpXOlUZ0iPW0ve4eSw_uw1p1LlzWnNyTAsJtpJziHjv Scale = 1:100.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 8x8 4x6 4x6 3x6 2x4 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)-- [2:0-3-0,Edge], [10:0-3-12,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) 0.80 0.64 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 2 11 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.1 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. 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=-612(LC 4), 11=-317(LC 5), 12=-260(LC 4), 16=-109(LC 4), 17=-1008(LC 5) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16 except 18=907(LC 5), 11=292(LC 4), 12=356(LC 5), 17=742(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-421/605, 3-4=-380/273 WEBS 4-17=-371/526, 3-18=-1119/770 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) 13, 14, 15 except (jt=lb) 18=612, 11=317, 12=260, 16=109, 17=1008. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE05 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522861 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-sODXOWbv?Kubm5pD73XbXfQcCy5C_lMvtqXXPeziHjs Scale = 1:82.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 22 21 20 19 18 17 16 15 14 13 12 11 10 9 4x6 4x6 4x10 3x8 5x8 5x6 3x4 3x6 3x6 3x4 3x4 4x6 3x4 2x4 3x8 2x4 4x6 3x4 3x4 3x6 3x4 2x4 3x6 3x8 3x4 2x4 2x4 2x4 2x4 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 2x4 2x4 4-8-2 4-8-2 9-1-12 4-5-10 9-3-0 0-1-4 11-4-8 2-1-8 15-10-4 4-5-12 20-4-0 4-5-12 21-8-12 1-4-12 23-0-0 1-3-4 29-0-0 6-0-0 4-8-2 4-8-2 9-1-12 4-5-10 11-4-8 2-2-12 15-10-4 4-5-12 20-4-0 4-5-12 23-0-0 2-8-0 29-0-0 6-0-0 1-0-07-7-109-2-55-8-57-7-107.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [4:0-4-4,0-2-0], [6:0-2-8,0-1-4], [8:Edge,0-1-12], [23:0-1-8,0-0-12], [25:0-3-8,0-1-8], [26:0-1-8,0-0-12], [27:0-1-7,0-0-15], [47:0-1-15,0-0-8], [49:0-1-15,0-0-8] 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) 0.51 0.19 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 588 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 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. 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, 11, 9, 18, 20 except 17=-102(LC 6) Max Grav All reactions 250 lb or less at joint(s) 18, 19 except 22=250(LC 1), 21=350(LC 1), 17=566(LC 10), 17=562(LC 1), 11=852(LC 1), 9=303(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-270/100, 4-5=-266/103, 5-6=-266/103 WEBS 2-21=-261/56, 3-17=-479/65, 5-14=-295/123, 6-14=-48/336, 6-11=-517/83, 7-11=-307/0 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) 21, 11, 9, 18, 20 except (jt=lb) 17=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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE06 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522862 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-LamvbscXme0SNFOPhm3q4tzrdMS0jM_35UH5y4ziHjr 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 3x6 3x6 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)-- [8:0-3-0,0-0-4], [12:0-3-0,0-0-4], [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 0.09 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: 322 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=-127(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=127, 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE07 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522863 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-pnKHoBd9Xy8J?PybFTa3d4WwvmlWSoCCK80eUXziHjq 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 3x8 3x8 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 Plate Offsets (X,Y)-- [10:0-3-12,Edge], [11:0-3-8,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) 0.62 0.26 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: 208 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. 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=257(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17 except 20=-324(LC 4), 19=-497(LC 5) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18 except 20=550(LC 5), 19=337(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-295/172, 1-2=-294/177 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=324, 19=497. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE08 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522864 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-pnKHoBd9Xy8J?PybFTa3d4W1WmppSqECK80eUXziHjq 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 0.05 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: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE09 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522865 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-pnKHoBd9Xy8J?PybFTa3d4W2dmpBSqgCK80eUXziHjq 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE10 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522866 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-l9S2DteP2ZO1Ei6_MucXiVbH6ZNiwcuVnSVlZPziHjo Scale = 1:85.0 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 16 15 14 13 11 10 9 8 7 12 3x4 4x6 4x6 3x4 4x8 3x6 3x8 3x4 3x4 3x4 3x4 3x4 3x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x4 3x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-3-0 9-3-0 11-3-0 2-0-0 13-5-11 2-2-11 20-6-0 7-0-5 9-3-0 9-3-0 11-3-0 2-0-0 15-9-4 4-6-4 20-6-0 4-8-12 1-3-08-11-81-3-08-11-810.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [4:0-4-4,0-2-0], [17:0-2-0,0-1-4], [20:0-1-11,0-0-0], [21:0-1-11,0-0-0], [22:0-0-6,0-1-2], [22:0-0-0,0-0-6], [28:0-1-9,0-1-0], [31:0-1-9,0-1-0], [46:0-1-9,0-1-0] 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) 0.51 0.47 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.02 (loc) 14-16 14-16 7 l/defl >999 >581 n/a L/d 240 180 n/a PLATES MT20 Weight: 393 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-16,6-7: 2x4 SP No.1 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=-110(LC 1) Max Grav All reactions 250 lb or less at joint(s) 11, 10, 9, 8, 12 except 16=751(LC 1), 7=679(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-419/61, 2-3=-650/171, 3-4=-430/173, 4-5=-607/186, 5-6=-275/148, 1-16=-340/64, 6-7=-255/118 BOT CHORD 15-16=-112/542, 14-15=-112/542, 13-14=-37/393, 12-13=-31/502, 11-12=-31/502, 10-11=-31/502, 9-10=-31/502, 8-9=-31/502, 7-8=-31/502 WEBS 4-14=-42/253, 2-16=-432/88, 5-7=-521/18 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=110. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss GE13 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522867 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-67FxGbiYt50KLU?x9SCiPZI2Ea6mblYExjDWEdziHjj Scale: 1/8"=1' 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 8x8 4x6 3x6 3x4 3x6 6x8 3x6 3x4 4x8 3x6 4x8 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)-- [2:0-4-8,0-2-0], [3:0-3-0,0-1-12], [15:0-4-8,0-2-8], [16:0-2-8,0-1-8], [17:0-3-8,0-2-12], [19:0-2-8,0-1-8], [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], [78:0-2-0,0-0-8], [81:0-2-0,0-0-8], [84:0-2-0,0-0-8], [85:0-1-8,0-1-0] 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) 0.94 0.42 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.04 (loc) 21-23 21-23 12 l/defl >999 >874 n/a L/d 240 180 n/a PLATES MT20 Weight: 895 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-21,2-20,3-20,1-21: 2x4 SP No.1, 1-23,10-12: 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.): 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=689/0-3-8, 12=599/0-3-8, 19=1392/0-3-8 Max Horz 23=-371(LC 4) Max Uplift23=-17(LC 6), 12=-53(LC 7), 19=-80(LC 7) Max Grav 23=697(LC 10), 12=602(LC 11), 19=1392(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/163, 3-4=-270/172, 7-8=-592/45, 8-9=-862/30, 9-10=-429/32, 1-23=-614/101, 10-12=-563/71 BOT CHORD 22-23=-198/333, 21-22=-198/333, 20-21=-130/292, 16-17=0/450, 15-16=0/804 WEBS 2-20=-265/67, 4-20=-5/523, 4-19=-1239/99, 4-17=-72/533, 7-17=-498/101, 7-16=0/303, 8-16=-364/90, 13-15=0/382, 9-15=-22/579, 9-13=-443/0, 1-21=-84/336, 10-13=0/324 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) 23, 12, 19. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M01 Truss Type Monopitch Qty 6 Ply 1 16 Bear creek estates Job Reference (optional) I32522868 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-aJpJUxjAeP8Ayda8j9jxxmrCx_TAKPOOANy3m3ziHji Scale = 1:82.0 1 2 3 4 6 5 3x6 4x8 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 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) 1.00 0.34 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.51 0.00 (loc) 5-6 5-6 5 l/defl >548 >222 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SP No.1, 2-6: 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 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M02 Truss Type Monopitch Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522869 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-aJpJUxjAeP8Ayda8j9jxxmrI6_TOKJQOANy3m3ziHji Scale = 1:80.7 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 910 3x6 8x8 2x4 2x4 3x4 2x4 2x4 3x4 3x8 4x8 3x4 3x4 5x8 5x8 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)-- [8:0-5-8,Edge], [9:Edge,0-3-8], [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) 0.61 0.33 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.04 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-17: 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 8-9, 7-11 REACTIONS.(lb/size) 9=489/1-5-8, 17=686/0-3-8, 10=144/0-3-8 Max Horz 17=306(LC 5) Max Uplift9=-163(LC 5), 17=-33(LC 6), 10=-128(LC 6) Max Grav 9=489(LC 1), 17=686(LC 1), 10=157(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=-1022/94, 4-5=-754/45, 5-6=-335/43, 6-7=-251/68, 7-8=-317/112, 8-9=-546/108, 2-17=-641/69 BOT CHORD 16-17=-275/234, 13-14=-257/947, 12-13=-105/590 WEBS 7-12=-270/90, 3-16=-531/76, 14-16=-233/456, 3-14=-118/677, 4-13=-368/166, 5-13=0/301, 5-12=-490/119, 8-12=-104/643, 2-16=0/384 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=163, 10=128. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M03 Truss Type Monopitch Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522870 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-2VNhhGkoPjG1an9KHsEAU_OTJOod3meXO1icIVziHjh Scale = 1:80.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 8x8 2x4 2x4 3x4 2x4 2x4 3x4 3x8 4x8 3x4 3x4 5x8 5x8 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)-- [8:0-5-8,Edge], [9:Edge,0-3-8], [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) 0.58 0.33 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.04 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 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=623/Mechanical, 16=697/0-3-8 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=-514/45, 3-4=-1043/113, 4-5=-776/79, 5-6=-357/77, 6-7=-273/102, 7-8=-338/144, 8-9=-584/142, 2-16=-652/86 BOT CHORD 15-16=-273/233, 12-13=-240/966, 11-12=-89/609 WEBS 7-11=-268/93, 3-15=-543/77, 13-15=-224/466, 3-13=-129/689, 4-12=-367/165, 5-12=0/301, 5-11=-490/119, 8-11=-148/692, 2-15=0/392 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M04 Truss Type Monopitch Qty 2 Ply 1 16 Bear creek estates Job Reference (optional) I32522871 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-2VNhhGkoPjG1an9KHsEAU_OTFOox3mwXO1icIVziHjh Scale = 1:72.8 1 2 3 4 5 8 7 6 3x6 3x8 8x8 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], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.58 0.37 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.01 (loc) 6-7 6-7 6 l/defl >999 >828 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 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=620/Mechanical, 8=700/0-3-8 Max Horz 8=307(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=-735/85, 2-8=-625/132 BOT CHORD 7-8=-257/373, 6-7=-79/540 WEBS 3-7=0/333, 3-6=-636/160 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M05 Truss Type Monopitch Qty 4 Ply 1 16 Bear creek estates Job Reference (optional) I32522872 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-2VNhhGkoPjG1an9KHsEAU_OVROq73l3XO1icIVziHjh Scale = 1:63.2 1 2 3 6 5 4 4x6 3x8 8x8 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)-- [1:0-3-0,0-1-8], [3:0-3-12,Edge], [4: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) 0.51 0.23 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.07 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=457/Mechanical, 6=457/Mechanical Max Horz 6=257(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=-422/80, 1-6=-400/71 BOT CHORD 4-5=-87/297 WEBS 2-4=-393/125 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M06 Truss Type Monopitch Qty 4 Ply 1 16 Bear creek estates Job Reference (optional) I32522873 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Wix3vckQA0PuCxjWqalP0BwdhoBEoHMgdhRAryziHjg 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 0.17 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: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M07 Truss Type Monopitch Qty 4 Ply 1 16 Bear creek estates Job Reference (optional) I32522874 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Wix3vckQA0PuCxjWqalP0BwcuoAuoL4gdhRAryziHjg 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) 0.72 0.20 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=161/Mechanical, 6=318/0-3-0, 5=160/0-3-8 Max Horz 6=101(LC 5) Max Uplift4=-84(LC 6), 6=-73(LC 4) Max Grav 4=161(LC 1), 6=318(LC 1), 5=238(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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M09 Truss Type Monopitch Qty 4 Ply 1 16 Bear creek estates Job Reference (optional) I32522875 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-Wix3vckQA0PuCxjWqalP0BwfRoBhoLQgdhRAryziHjg 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) 0.56 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss M10 Truss Type Monopitch Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522876 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-_uVR6yl3xKXlp5IjOHGeZPTrGBXxXogqsLBjNOziHjf 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) 0.49 0.14 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss PB01 Truss Type GABLE Qty 7 Ply 1 16 Bear creek estates Job Reference (optional) I32522877 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-_uVR6yl3xKXlp5IjOHGeZPTwgBYxXnXqsLBjNOziHjf 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) 0.14 0.08 0.07 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: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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 5) 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=284(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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss PB02 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522878 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-S43qKImhiefcRFtvy?nt6c03sbuwGFyz5?wHvqziHje Scale = 1:28.6 2 3 4 5 6 9 8 1 7 3x6 3x4 3x4 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)-- [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) 0.30 0.10 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: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=-134(LC 1), 7=-254(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=361(LC 10), 6=525(LC 11), 8=339(LC 1), 9=288(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=134, 7=254. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss PB03 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522879 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-S43qKImhiefcRFtvy?nt6c05TbuCGFCz5?wHvqziHje 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) 0.14 0.08 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: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=271(LC 11), 10=343(LC 11), 11=276(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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T01 Truss Type Hip Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522880 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-wHdCXenJTxnT3PS5WiJ6eqY6x?80?Xn7JfgqRGziHjd Scale = 1:72.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x6 5x8 4x8 6x6 10x10 3x6 3x6 3x4 3x4 3x4 3x4 3x4 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)-- [5:0-4-0,0-1-11], [7:0-4-8,0-2-0], [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) 0.73 0.49 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.01 (loc) 10-12 10-12 9 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 8-9: 2x4 SP No.1, 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=582/0-3-8, 12=1428/0-3-8, 9=672/0-3-8 Max Horz 16=238(LC 5) Max Uplift16=-73(LC 6), 12=-55(LC 5), 9=-44(LC 7) Max Grav 16=582(LC 1), 12=1428(LC 1), 9=697(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/89, 6-7=-423/161, 7-8=-622/129, 8-9=-611/105, 2-16=-519/118 BOT CHORD 15-16=-217/272, 14-15=-118/419, 13-14=-118/419 WEBS 3-15=0/267, 3-13=-484/119, 5-13=-49/274, 5-12=-641/106, 6-12=-674/124, 6-10=-7/378, 8-10=-45/304 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) 16, 12, 9. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T02 Truss Type HIP Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522881 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-OTAak_oxEFvKgY1H3QqLB15MVPNKk1vGYJPN_jziHjc 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 3x6 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], [9:0-3-0,0-1-12], [13:0-2-8,0-1-8], [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) 0.42 0.93 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.17 0.07 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 8-14: 2x4 SP No.1, 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=948/0-3-8, 12=965/0-3-8, 17=767/0-3-8 Max Horz 24=277(LC 5) Max Uplift24=-64(LC 6), 12=-40(LC 7), 17=-51(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-736/63, 3-4=-1514/125, 4-5=-1259/116, 5-6=-846/119, 6-7=-760/147, 7-8=-805/221, 8-9=-610/186, 9-10=-798/180, 10-11=-864/124, 11-12=-908/97, 2-24=-896/102 BOT CHORD 23-24=-254/240, 20-21=-261/1376, 19-20=-108/1028, 15-16=-55/484, 14-15=-55/484, 13-14=0/680 WEBS 3-23=-813/86, 21-23=-222/690, 3-21=-124/956, 4-20=-359/157, 5-20=0/294, 5-19=-489/109, 16-19=-57/519, 8-19=-137/507, 8-16=-579/83, 8-14=-41/298, 10-13=-253/75, 11-13=-2/737, 2-23=-4/600 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T03 Truss Type Roof Special Qty 2 Ply 1 16 Bear creek estates Job Reference (optional) I32522882 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-OTAak_oxEFvKgY1H3QqLB15E?PXGkzXGYJPN_jziHjc 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 3x6 2x4 2x4 3x6 5x8 2x4 2x4 3x6 3x6 3x8 4x8 3x6 3x6 3x4 5x12 3x4 3x6 3x4 3x4 6x6 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:Edge,0-1-12], [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) 0.90 0.30 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.04 (loc) 12-13 13-14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 208 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 8-18,8-16,8-14: 2x4 SP No.1, 11-12,2-23: 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 7-17, 8-16, 9-14 REACTIONS.(lb/size) 23=502/0-3-8, 16=1566/0-3-8, 12=612/0-3-8 Max Horz 23=316(LC 5) Max Uplift23=-22(LC 6), 16=-140(LC 6), 12=-39(LC 7) Max Grav 23=516(LC 10), 16=1566(LC 1), 12=644(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-351/21, 3-4=-702/59, 4-5=-423/28, 9-10=-403/91, 10-11=-561/67, 11-12=-572/76, 2-23=-482/60 BOT CHORD 22-23=-284/269, 19-20=-291/669, 18-19=-113/301, 13-14=0/399 WEBS 7-18=-348/167, 3-22=-350/90, 20-22=-249/359, 3-20=-106/495, 4-19=-378/182, 5-19=0/306, 5-18=-482/104, 16-18=-414/203, 8-18=-169/646, 8-16=-1415/120, 8-14=-26/447, 9-14=-420/134, 11-13=0/351, 2-22=0/261 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) 23, 12 except (jt=lb) 16=140. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T04 Truss Type Common Qty 2 Ply 1 16 Bear creek estates Job Reference (optional) I32522883 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-tfkyyKoZ_Z1BIicUd7LajFeW5psvTSpPnz9xW9ziHjb Scale = 1:72.7 1 2 3 4 5 6 11 10 9 8 7 3x6 5x6 3x4 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) 0.50 0.27 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 7-8 7-8 7 l/defl >999 >686 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud, 5-7: 2x4 SP No.1, 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=479/0-3-8, 8=849/0-3-8, 7=245/0-3-8 Max Horz 11=272(LC 5) Max Uplift11=-10(LC 6), 8=-71(LC 6), 7=-37(LC 7) Max Grav 11=479(LC 1), 8=849(LC 1), 7=302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531/74, 1-11=-414/71 BOT CHORD 10-11=-241/302, 9-10=-105/379, 8-9=-105/379 WEBS 2-8=-476/128, 4-8=-301/125 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T05 Truss Type Piggyback Base Qty 9 Ply 1 16 Bear creek estates Job Reference (optional) I32522884 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-LsIK9gpBls92wsBgBrspGSAgkC6VCwZZ?duU2bziHja Scale = 1:98.1 1 2 3 4 5 6 7 8 9 10 11 22 21 2019 18 17 16 15 14 13 12 3x6 5x8 5x8 4x8 3x8 MT18HS 6x8 3x6 3x6 4x10 3x4 3x6 4x8 5x6 2x4 4x8 3x4 3x6 3x8 3x6 4x8 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)-- [7:0-5-0,0-1-12], [9:0-5-0,0-1-12], [13:0-2-8,0-1-8], [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) 0.57 0.69 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.78 0.41 (loc) 18 18-20 12 l/defl >999 >687 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-22,11-12: 2x6 SP No.1, 2-21: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-6 max.): 7-9. BOT CHORD Structural wood sheathing directly applied or 9-11-3 oc bracing. 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=-3980/407, 6-7=-3118/371, 7-8=-2668/341, 8-9=-2668/341, 9-10=-2467/291, 10-11=-2587/243, 2-22=-1874/239, 11-12=-1698/174 BOT CHORD 21-22=-288/377, 20-21=-405/3619, 19-20=-356/3863, 18-19=-346/3887, 17-18=-246/3334, 16-17=-202/2686, 15-16=-76/2069, 14-15=-76/2069, 13-14=-128/2152, 12-13=-45/441 WEBS 3-21=-466/102, 3-20=-55/296, 5-18=-405/146, 6-18=-100/1316, 6-17=-1295/192, 7-17=-100/1232, 8-16=-455/197, 9-16=-186/942, 9-14=0/312, 2-21=-219/3117, 11-13=-84/1730 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) 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. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T06 Truss Type Common Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522885 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-LsIK9gpBls92wsBgBrspGSAeTC9tCxSZ?duU2bziHja 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 3x8 3x8 3x6 3x4 3x6 3x6 6x6 3x4 5x6 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)-- [8:Edge,0-1-12], [10:0-2-8,0-1-8], [15:0-2-8,0-1-8] 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) 0.65 0.48 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.29 0.06 (loc) 13-15 13-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-13,4-13,1-16,8-9: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=-1622/203, 6-7=-1741/185, 7-8=-2026/163, 1-16=-1306/135, 8-9=-1318/124 BOT CHORD 15-16=-254/345, 14-15=-57/1377, 13-14=-57/1377, 12-13=0/1424, 11-12=0/1424, 10-11=-54/1666, 9-10=-56/437 WEBS 3-13=-437/152, 4-13=-85/827, 5-13=-593/149, 5-11=0/362, 7-11=-319/106, 1-15=0/1169, 8-10=-6/1238 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) 16, 9. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T07 Truss Type Common Qty 3 Ply 1 16 Bear creek estates Job Reference (optional) I32522886 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-p2sjN?qqWAHvX0mslYN2pgjlmcV6xOkiEHe2a2ziHjZ 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 3x8 3x8 3x6 3x4 3x6 3x6 6x6 10x10 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,0-8-8], [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) 0.93 0.48 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.29 0.06 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-14,4-14,1-17: 2x4 SP No.1, 8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 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=-1714/165, 2-3=-1383/181, 3-4=-1254/225, 4-5=-1337/233, 5-6=-1644/202, 6-7=-1738/183, 7-8=-2017/161, 1-17=-1304/135, 8-10=-1388/161 BOT CHORD 16-17=-246/355, 15-16=-45/1375, 14-15=-45/1375, 13-14=0/1420, 12-13=0/1420, 11-12=-23/1659, 10-11=-22/385 WEBS 2-14=-437/152, 4-14=-85/825, 5-14=-590/148, 5-12=0/360, 7-12=-314/105, 1-16=0/1168, 8-11=-10/1284 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) 17 except (jt=lb) 10=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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T08 Truss Type Hip Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522887 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-p2sjN?qqWAHvX0mslYN2pgjrncVSxPfiEHe2a2ziHjZ Scale = 1:86.5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 5x8 5x10 MT18HS 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 5x6 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)-- [1:Edge,0-1-12], [4:0-5-8,0-2-0], [5:0-7-0,0-1-12], [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) 0.55 0.46 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.06 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 186 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 4-13,1-17: 2x4 SP No.1, 8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-1 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=-1679/167, 2-3=-1458/187, 3-4=-1343/226, 4-5=-1201/237, 5-6=-1388/223, 6-7=-1516/178, 7-8=-2009/177, 1-17=-1312/133, 8-10=-1378/181 BOT CHORD 16-17=-222/309, 15-16=-33/1360, 14-15=-33/1360, 13-14=0/1162, 12-13=-13/1629, 11-12=-13/1629, 10-11=-48/542 WEBS 2-14=-301/132, 4-14=-26/329, 4-13=-134/263, 5-13=-3/397, 7-13=-535/152, 1-16=-13/1220, 8-11=0/1092 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T09 Truss Type Hip Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522888 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-HEQ5aLrSHUPm9AL3IFuHLtGzA0t1gthsTxNb7UziHjY Scale = 1:70.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 5x6 5x8 5x8 3x6 3x4 3x6 3x6 3x6 3x4 3x8 2x4 3x4 3x6 3x6 3x4 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], [3:0-6-0,0-2-4], [5:0-5-8,0-2-0], [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) 0.76 0.37 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.22 0.06 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-18: 2x4 SPF-S Stud, 8-10: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-14 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=-1553/224, 3-4=-1413/236, 4-5=-1413/236, 5-6=-1669/225, 6-7=-1819/182, 7-8=-1999/161, 1-18=-1323/132, 8-10=-1387/179 BOT CHORD 16-17=-94/1309, 15-16=-59/1267, 14-15=-59/1267, 13-14=0/1357, 12-13=0/1357, 11-12=-32/1637, 10-11=-18/414 WEBS 2-17=-285/89, 3-16=-8/251, 3-14=-133/394, 4-14=-289/143, 5-14=-154/252, 5-12=0/395, 6-12=-359/124, 1-17=-40/1252, 8-11=-18/1233 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T10 Truss Type Common Qty 5 Ply 1 16 Bear creek estates Job Reference (optional) I32522889 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-HEQ5aLrSHUPm9AL3IFuHLtG180rUgrEsTxNb7UziHjY Scale = 1:71.5 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 3x4 3x4 3x4 4x8 4x8 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) 0.51 0.47 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.27 0.02 (loc) 8-9 8-9 8 l/defl >999 >861 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 2x4 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. 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=-416/84, 3-4=-653/143, 4-5=-653/143, 5-6=-416/84, 2-11=-407/118, 6-8=-407/118 BOT CHORD 10-11=-59/544, 9-10=-59/544, 8-9=0/544 WEBS 4-9=-76/468, 3-11=-456/52, 5-8=-456/52 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T11 Truss Type COMMON Qty 3 Ply 1 16 Bear creek estates Job Reference (optional) I32522890 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-lR_Tohr42nXdnKvFszQWu5o7QQB8PGQ?ib78fwziHjX Scale = 1:71.5 1 2 3 4 5 6 10 9 8 7 4x6 3x4 3x6 3x4 3x8 3x4 3x4 4x8 4x8 9-8-8 9-8-8 19-2-0 9-5-8 -1-0-0 1-0-0 4-11-8 4-11-8 9-8-8 4-9-0 14-4-0 4-7-8 19-2-0 4-10-0 1-3-09-4-11-5-810.00 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-S) 0.79 0.51 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.02 (loc) 8-10 8-10 7 l/defl >999 >665 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 2-10,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Structural wood sheathing directly applied. REACTIONS.(lb/size) 10=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=-317/101, 3-4=-646/141, 4-5=-644/142, 5-6=-259/83, 2-10=-355/127 BOT CHORD 9-10=-77/536, 8-9=-77/536, 7-8=0/521 WEBS 4-8=-82/466, 3-10=-526/35, 5-7=-574/41 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T12 Truss Type Common Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522891 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-lR_Tohr42nXdnKvFszQWu5o7TQBkPMR?ib78fwziHjX Scale = 1:71.5 1 2 3 4 8 7 6 5 3x4 4x6 5x8 3x6 3x4 4x8 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) 0.79 0.47 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.01 (loc) 6-8 6-8 5 l/defl >999 >600 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-8: 2x4 SP No.1, 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=-450/75, 2-3=-480/135, 3-4=-519/121, 1-8=-369/76, 4-5=-584/72 BOT CHORD 7-8=-119/428, 6-7=-119/428 WEBS 3-6=-29/279, 4-6=-37/291 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T13 Truss Type Common Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522892 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-lR_Tohr42nXdnKvFszQWu5oDTQFIPH_?ib78fwziHjX Scale = 1:70.1 1 2 3 4 5 12 11 10 9 8 7 6 3x4 3x8 5x6 5x8 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)-- [3:0-4-0,0-2-4], [4:0-5-8,0-2-0] 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) 0.41 0.24 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.02 (loc) 11-12 11-12 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x3 SPF No.2 *Except* 1-12: 2x6 SP No.1, 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 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=-714/89, 1-2=-1028/104, 2-3=-768/160, 3-4=-415/157 BOT CHORD 11-12=-229/339, 10-11=-108/809, 9-10=-108/809, 8-9=-66/422, 7-8=-48/377, 6-7=-49/376 WEBS 1-11=0/474, 3-8=-426/146, 2-9=-390/130, 3-9=-71/401, 4-6=-674/30, 4-8=-128/421 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T14 Truss Type Common Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522893 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-DdYr?1sip5fTOTURQgxlQILR3pcH8t59wFsiBMziHjW 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) 0.23 0.13 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: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=-278/50, 3-4=-278/50 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T15 Truss Type Common Qty 2 Ply 1 16 Bear creek estates Job Reference (optional) I32522894 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-DdYr?1sip5fTOTURQgxlQILR4pdS8t89wFsiBMziHjW 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) 0.22 0.12 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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=-268/47, 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T16 Truss Type Common Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522895 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-hp6DCNtKaPnK0d3e_OS_zWtcrDzUtJUI9vcFjpziHjV 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) 0.22 0.07 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: 37 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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=78(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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T17 Truss Type Half Hip Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522896 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-hp6DCNtKaPnK0d3e_OS_zWtdGD_5tJ9I9vcFjpziHjV 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)-- [2:0-2-1,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T18 Truss Type Half Hip Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522897 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-hp6DCNtKaPnK0d3e_OS_zWtdND_ctJ5I9vcFjpziHjV 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 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 7 7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss T19 Truss Type Half Hip Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522898 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-90fcQjuyLivBeneqX5zDWjQoPdJxcmOROZLoGFziHjU 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 0.05 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 16 Bear creek estates Job Reference (optional) I32522899 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-90fcQjuyLivBeneqX5zDWjQhedAJciMROZLoGFziHjU 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) 0.60 0.60 0.26 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: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x3 SPF No.2 *Except* 3-6,1-8: 2x4 SP No.1 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=-310/30 BOT CHORD 7-8=-78/1056, 7-12=-78/1056, 6-12=-78/1056, 5-6=-54/1160, 4-5=-54/1160 WEBS 9-11=-1648/86, 5-11=-25/495, 6-11=-43/579, 4-11=-1395/65, 2-7=-45/1506, 2-8=-1249/52, 2-6=-1014/83 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 16 Bear creek estates Job Reference (optional) I32522900 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eCD_d3va6012FxD05pUS2xztS1RDL2qbcD5MohziHjT 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], [8:0-2-8,0-5-0], [9:0-2-8,0-4-0], [10:0-2-8,0-4-0], [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) 0.54 0.95 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.04 (loc) 10-12 10-12 7 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 280 lb FT = 20% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.1 *Except* 7-11: 2x6 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 1-13,6-7: 2x8 SP 2400F 2.0E, 1-12,6-8: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-5 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=8867/0-5-8, 7=9919/0-5-8 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=-9314/262, 2-3=-7057/286, 3-4=-5318/248, 4-5=-7050/285, 5-6=-9206/260, 1-13=-7206/206, 6-7=-7142/204 BOT CHORD 13-14=-244/2025, 14-15=-244/2025, 12-15=-244/2025, 12-16=-216/7065, 11-16=-216/7065, 11-17=-216/7065, 10-17=-216/7065, 9-10=-117/5318, 9-18=-125/6981, 18-19=-125/6981, 8-19=-125/6981, 8-20=-73/1933, 20-21=-73/1933, 7-21=-73/1933 WEBS 2-12=-65/3006, 2-10=-2509/183, 3-10=-159/4402, 4-9=-156/4267, 5-9=-2389/179, 5-8=-62/2862, 1-12=-68/5166, 6-8=-71/5175 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss TG02 Truss Type Hip Girder Qty 1 Ply 2 16 Bear creek estates Job Reference (optional) I32522900 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:28 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eCD_d3va6012FxD05pUS2xztS1RDL2qbcD5MohziHjT 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 16_BEAR_CREEK_ESTATES Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522901 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-eCD_d3va6012FxD05pUS2xzrh1ceLD3bcD5MohziHjT 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) 0.65 0.21 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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP No.1 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 14 lb up at 2-0-12, and 4 lb down and 11 lb up at 4-0-12, and 33 lb down and 25 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=1(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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V01 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522902 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-6OnMrPvDtK9vt5oCfW?hb8V6GRyd4e7krtqvK8ziHjS Scale = 1:62.3 1 2 3 4 5 9 8 7 64x6 4x6 4x6 2x4 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 Plate Offsets (X,Y)-- [1:0-1-7,Edge], [5:0-2-5,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) 0.28 0.23 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: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-4-8. (lb) - Max Horz 1=-171(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-150(LC 6), 6=-149(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=426(LC 10), 6=426(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-319/196, 4-6=-319/196 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=150 , 6=149. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V02 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522903 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-6OnMrPvDtK9vt5oCfW?hb8V6SR_Z4eMkrtqvK8ziHjS Scale = 1:51.0 1 2 3 4 5 8 7 63x6 6x6 3x6 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 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) 0.26 0.11 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 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=-144(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-122(LC 6), 6=-122(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=341(LC 10), 6=341(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=122 , 6=122. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V03 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522904 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-6OnMrPvDtK9vt5oCfW?hb8V6iR_z4fAkrtqvK8ziHjS 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 0.08 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: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 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 4) 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=259(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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V04 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522905 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-aaLk2lwredHmVFNPDEWw7M2EJqGlp6iu4XaTtaziHjR Scale = 1:34.6 1 2 3 44x6 8x8 4x6 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)-- [1:0-1-6,Edge], [2:Edge,0-2-8], [3:0-1-13,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) 0.45 0.37 0.09 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: 21 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=188/9-11-11, 3=188/9-11-11, 4=376/9-11-11 Max Horz 1=-91(LC 4) Max Uplift1=-14(LC 7), 3=-21(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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V05 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522906 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-aaLk2lwredHmVFNPDEWw7M2GfqIyp7bu4XaTtaziHjR 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V06 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522907 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-aaLk2lwredHmVFNPDEWw7M2KSqKHp7vu4XaTtaziHjR 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V07 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522908 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-2nv6G4xTPxQd7Oybmx29gZbU2EgSYaO1JBJ0P0ziHjQ 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V08 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522909 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-2nv6G4xTPxQd7Oybmx29gZbUTEgSYXm1JBJ0P0ziHjQ 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) 0.17 0.08 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: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V09 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522910 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-WzTUTQy5AFYUkYXnKeZODn7bUe0iH?_BXq3ZxSziHjP Scale = 1:43.5 1 2 3 4 5 6 10 9 8 73x4 6x6 3x6 2x4 2x4 2x4 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)-- [3:Edge,0-2-8], [4:0-3-0,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) 0.41 0.08 0.17 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: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 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=164(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9, 8 except 10=-104(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=337(LC 1), 10=289(LC 10), 8=310(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-254/59 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=104. 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V10 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522911 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-WzTUTQy5AFYUkYXnKeZODn7Zoe_lH0rBXq3ZxSziHjP 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) 0.51 0.20 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: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 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=-277/106 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. February 23,2018 Job 16_BEAR_CREEK_ESTATES Truss V11 Truss Type GABLE Qty 1 Ply 1 16 Bear creek estates Job Reference (optional) I32522912 7.640 s Aug 16 2017 MiTek Industries, Inc. Fri Feb 23 10:15:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:OK65gifGsgdcVAOgho_CLezP5iA-WzTUTQy5AFYUkYXnKeZODn7bYe0dH0LBXq3ZxSziHjP 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 0.08 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: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SP No.1 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. February 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.