Loading...
HomeMy WebLinkAboutI35792068.113_Woods_at_Shelborne16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: 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). January 10,2019 Liu, Xuegang Pages or sheets covered by this seal: I35792068 thru I35792138 My license renewal date for the state of Indiana is July 31, 2020. 113_Woods_at_Shelborne 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: 113 Woods at Shelborne 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792068 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:23 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-rKinbiWtKXKop?lumngZiyx2qMwBeCBf_wd48JzwoHg Scale = 1:23.5 1 2 5 6 3 7 4 2x4 3x4 5-1-135-1-13 -1-7-3 1-7-3 5-1-13 5-1-13 1-3-03-11-33-6-73-11-36.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.36 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.08 -0.05 (loc) 4-5 4-5 3 l/defl >933 >719 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=319/0-4-11, 3=129/Mechanical, 4=53/Mechanical Max Horz 5=134(LC 5) Max Uplift 5=-73(LC 5), 3=-68(LC 5), 4=-19(LC 5) Max Grav 5=319(LC 1), 3=129(LC 1), 4=95(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-272/80 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 5, 68 lb uplift at joint 3 and 19 lb uplift at joint 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 10 lb up at 2-7-7, and 57 lb down and 40 lb up at 2-8-6 on top chord, and 56 lb up at 2-7-7, and 2 lb down and 15 lb up at 2-8-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=-0(F) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE01 Truss Type GABLE COMMON Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792069 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:26 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-FvNwEkYmdSjNgTUTRwEGKbZRDaserV_5gusklezwoHd Scale = 1:71.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 3x6 6x6 6x6 3x6 3x6 5x6 3x4 3x6 3x8 3x4 3x8 3x4 3x6 6x8 3x6 6x8 3x6 6-6-106-6-10 12-10-136-4-2 22-0-119-1-14 28-4-146-4-2 34-11-86-6-10 -1-0-0 1-0-0 6-6-10 6-6-10 12-10-13 6-4-2 17-5-12 4-6-15 22-0-11 4-6-15 28-4-14 6-4-2 34-11-8 6-6-10 35-11-8 1-0-0 1-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [3:0-2-2,Edge], [5:0-4-0,0-1-12], [7:0-4-0,0-1-12], [10:0-3-4,0-1-8], [13:0-2-8,0-1-8], [16:0-1-4,0-0-0], [16:0-0-0,0-1-12], [18:0-2-8,0-1-8], [37:0-1-8,0-1-0], [40:0-1-8,0-1-0], [51:0-1-8,0-1-0], [54:0-1-8,0-1-0] 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-R 0.86 0.67 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.39 0.06 (loc) 14-17 14-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 273 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-14,7-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14 REACTIONS.(lb/size)19=1455/0-3-8, 12=1455/0-3-8 Max Horz 19=286(LC 5) Max Uplift 19=-72(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1643/171, 4-5=-1396/248, 5-6=-981/247, 6-7=-981/247, 7-8=-1396/248, 8-10=-1643/171, 2-19=-1382/175, 10-12=-1382/175 BOT CHORD 18-19=-282/357, 17-18=-140/1168, 14-17=-62/1021, 13-14=0/1168, 12-13=-30/254 WEBS 4-17=-283/170, 5-17=-27/492, 7-14=-27/492, 8-14=-283/170, 2-18=0/925, 10-13=0/925 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 19 and 72 lb uplift at joint 12. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE03 Truss Type GABLE Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792070 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:27 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-j5xIR4ZOOlrEId3f?dlVso6hv_LWavtFvYbHH4zwoHc Scale = 1:72.8 1 2 3 4 5 6 7 89 20 19 18 17 16 15 14 13 12 10 11 3x6 4x8 3x6 4x10 6x8 4x8 3x4 3x4 4x10 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 11-11-011-11-0 14-4-02-5-0 23-10-09-6-0 -1-0-0 1-0-0 6-0-12 6-0-12 11-11-0 5-10-4 17-9-4 5-10-4 23-10-0 6-0-12 24-10-0 1-0-0 1-3-011-2-31-3-010.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-1-12], [8:0-1-7,0-1-12], [10:0-0-0,0-1-12], [10:Edge,0-3-8], [15:0-2-8,0-3-0], [20:0-0-0,0-1-12], [21:0-1-7,0-1-0], [23:0-1-7,0-1-0], [28:0-1-7,0-1-0] , [31:0-1-7,0-1-0] 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-R 0.55 0.12 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 5-13: 2x4 SPF No.2, 2-20,8-10: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.All bearings 14-4-0 except (jt=length) 10=0-5-8, 11=0-3-8. (lb) - Max Horz 20=-261(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 20, 13, 10, 19 except 12=-1555(LC 2) Max Grav All reactions 250 lb or less at joint(s) 14, 16, 17, 18, 19 except 20=483(LC 10), 13=792(LC 1), 10=495(LC 11), 11=1815(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-387/147, 6-8=-381/147, 2-20=-415/163, 8-10=-411/163 WEBS 5-13=-359/0, 6-13=-289/195, 4-13=-287/196 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 13, 10, 19 except (jt=lb) 12=1555. 8) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 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.). FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE04 Truss Type GABLE Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792071 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:28 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-CHVgfPZ093z5wmdsZKGkP0eyyNhQJRAO7CLqqXzwoHb Scale = 1:33.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x6 9-11-89-11-8 -1-0-0 1-0-0 4-11-12 4-11-12 9-11-8 4-11-12 10-11-8 1-0-0 1-3-05-4-131-3-010.00 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-R 0.15 0.07 0.08 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: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 9-11-8. (lb) - Max Horz 16=-132(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 14, 12 except 16=-112(LC 4), 15=-118(LC 5), 11=-105(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 14, 12 except (jt=lb) 16=112, 15=118, 11=105. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE05 Truss Type GABLE Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792072 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:29 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-gU33slaewN5yXwC262nzxDB7Sn0U2upXMr4OMzzwoHa Scale = 1:34.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x6 11-7-011-7-0 -1-0-0 1-0-0 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 1-3-06-0-151-3-010.00 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-R 0.16 0.09 0.12 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: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-7-0. (lb) - Max Horz 16=-148(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE06 Truss Type GABLE Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792073 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:30 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-8gdR35bGhgDp94nEglICURkIoBN3nMwhbVqxuPzwoHZ Scale = 1:13.2 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 5 4 2x4 2x4 3x8 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-02-1-04.00 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-R 0.19 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=134/4-0-0, 5=233/4-0-0 Max Horz 5=63(LC 5) Max Uplift 4=-14(LC 6), 5=-51(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE07 Truss Type GABLE Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792074 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:31 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-csBpHRcuS_LgnEMRETqR1eGRhbhvWmYqp9ZVQszwoHY Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x4 4x6 4x6 4x6 3x4 3x4 3x6 22-3-022-3-0 -1-0-0 1-0-0 11-1-8 11-1-8 22-3-0 11-1-8 23-3-0 1-0-0 1-3-010-6-41-3-010.00 12 Plate Offsets (X,Y)-- [3:0-1-10,0-0-0], [4:0-2-12,0-2-4], [4:0-0-0,0-1-12], [14:0-2-12,0-2-4], [14:0-0-0,0-1-12], [15:0-1-10,0-0-0] 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-R 0.31 0.15 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 17 17 18 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-24, 8-25, 10-23 REACTIONS.All bearings 22-3-0. (lb) - Max Horz 31=-252(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 28, 29, 23, 22, 21, 20 except 31=-206(LC 4), 18=-151(LC 5), 30=-221(LC 5), 19=-186(LC 4) Max Grav All reactions 250 lb or less at joint(s) 18, 25, 26, 28, 29, 30, 23, 22, 21, 20, 19 except 31=295(LC 5), 24=252(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 28, 29, 23, 22, 21, 20 except (jt=lb) 31=206, 18=151, 30=221, 19=186. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792075 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:31 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-csBpHRcuS_LgnEMRETqR1eGUPbjgWpAqp9ZVQszwoHY Scale = 1:11.8 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 2x4 2x4 3x6 3x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-51-9-56.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-4] 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-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=60/2-0-0, 2=152/2-0-0 Max Horz 2=45(LC 5) Max Uplift 5=-11(LC 5), 2=-38(LC 6) 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) 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) Gable studs spaced at 2-0-0 oc. 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) 5, 2. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE09 Truss Type Monopitch Structural Gable Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792076 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:32 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-42lBUndXDITWOOxdoALgZspdF?18FGz_2pJ2zIzwoHX Scale = 1:26.0 1 2 3 5 4 2x4 3x4 2x4 3x6 2x4 2x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-010.00 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-P 0.25 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=139/Mechanical, 5=229/0-3-8 Max Horz 5=137(LC 5) Max Uplift 4=-59(LC 5), 5=-15(LC 6) 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) 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 studs spaced at 2-0-0 oc. 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, 5. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss GE10 Truss Type Monopitch Supported Gable Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792077 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:33 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-YFIZi7d9_bbN0YWpLusv63MquOP8_jg7HT2bVkzwoHW Scale = 1:11.8 Sheet Back Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 2x4 2x4 3x6 3x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-51-9-56.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-4] 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-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-7-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=60/2-0-0, 2=152/2-0-0 Max Horz 2=45(LC 5) Max Uplift 5=-11(LC 5), 2=-38(LC 6) 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) 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) Gable studs spaced at 2-0-0 oc. 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) 5, 2. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J01 Truss Type Jack-Open Qty 15 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792078 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:33 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-YFIZi7d9_bbN0YWpLusv63Mi2OKK_jg7HT2bVkzwoHW Scale = 1:35.4 1 2 5 3 4 3x6 2x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-3-06-3-05-9-36-3-010.00 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-R 0.63 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.16 -0.11 (loc) 4-5 4-5 3 l/defl >820 >426 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=306/0-3-8, 3=160/Mechanical, 4=68/Mechanical Max Horz 5=205(LC 6) Max Uplift 3=-116(LC 6) Max Grav 5=306(LC 1), 3=160(LC 1), 4=113(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-257/37 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) except (jt=lb) 3=116. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J02 Truss Type Jack-Open Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792079 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:34 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-0RsyvTenlvjEeh5?vbN8eHu_GokqjAvGW7o91AzwoHV Scale = 1:16.7 1 2 5 3 4 2x4 2x4 2-5-82-5-8 -1-0-0 1-0-0 2-5-8 2-5-8 1-1-02-8-112-3-72-8-118.00 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-R 0.16 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=174/0-3-8, 3=54/Mechanical, 4=22/Mechanical Max Horz 5=92(LC 6) Max Uplift 5=-9(LC 6), 3=-39(LC 6), 4=-2(LC 6) Max Grav 5=174(LC 1), 3=54(LC 1), 4=44(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J03 Truss Type Jack-Open Qty 2 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792080 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:35 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-UdQK7pfPWDr5FrgCTJuNBUR8dC3LSd9QknXiZdzwoHU Scale = 1:15.4 1 2 3 4 2x4 4-4-04-4-0 -1-0-0 1-0-0 4-4-0 4-4-0 0-4-32-6-32-1-82-6-36.00 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-P 0.25 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=114/Mechanical, 2=243/0-3-8, 4=41/Mechanical Max Horz 2=87(LC 6) Max Uplift 3=-51(LC 6), 2=-38(LC 6) Max Grav 3=114(LC 1), 2=243(LC 1), 4=82(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J04 Truss Type Jack-Open Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792081 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:35 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-UdQK7pfPWDr5FrgCTJuNBURA0C5sSdhQknXiZdzwoHU Scale: 3/4"=1' 1 2 5 4 3 2x4 3x4 3x4 1-6-141-6-14 -1-0-0 1-0-0 1-6-14 1-6-14 1-3-02-6-122-0-152-6-1210.00 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-P 0.09 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=150/0-3-8, 3=19/Mechanical, 4=15/Mechanical Max Horz 5=93(LC 6) Max Uplift 3=-11(LC 7), 4=-49(LC 6) Max Grav 5=150(LC 1), 3=19(LC 1), 4=29(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J05 Truss Type Jack-Open Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792082 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:36 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-zq_iK8g1GWzyt?FO10Pcki_KmcQ1B4xZzRHG63zwoHT Scale = 1:16.4 1 2 5 4 3 2x4 3x4 3x4 1-8-41-8-4 -1-0-0 1-0-0 1-8-4 1-8-4 1-3-02-7-142-2-12-7-1410.00 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-P 0.09 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=152/0-3-8, 3=24/Mechanical, 4=16/Mechanical Max Horz 5=96(LC 6) Max Uplift 3=-13(LC 7), 4=-46(LC 6) Max Grav 5=152(LC 1), 3=24(LC 1), 4=32(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J06 Truss Type Jack-Open Qty 15 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792083 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:37 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-R0Y4XUgf1q5pV9paajwrGvWRA0kpwXfjC50peVzwoHS Scale = 1:26.0 1 2 5 3 4 3x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-3-04-7-04-1-34-7-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=229/0-3-8, 3=102/Mechanical, 4=42/Mechanical Max Horz 5=154(LC 6) Max Uplift 3=-81(LC 6), 4=-2(LC 6) Max Grav 5=229(LC 1), 3=102(LC 1), 4=74(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J07 Truss Type Diagonal Hip Girder Qty 2 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792084 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:37 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-R0Y4XUgf1q5pV9paajwrGvWSP0jAwXfjC50peVzwoHS Scale = 1:21.5 1 2 5 6 3 7 4 2x4 3x4 4-8-11 4-8-11 -1-7-3 1-7-3 4-8-11 4-8-11 1-3-03-8-83-3-133-8-86.25 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.06 -0.04 (loc) 4-5 4-5 3 l/defl >999 >946 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=303/0-4-11, 3=116/Mechanical, 4=47/Mechanical Max Horz 5=127(LC 5) Max Uplift 5=-78(LC 5), 3=-62(LC 5), 4=-19(LC 5) Max Grav 5=303(LC 1), 3=116(LC 1), 4=87(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-260/77 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 30 lb up at 2-2-4, and 52 lb down and 7 lb up at 2-5-4 on top chord, and 2 lb down and 16 lb up at 2-2-4, and 58 lb up at 2-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=1(B) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss J08 Truss Type Jack-Open Qty 4 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792085 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:38 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-vC6SlqhHo8Dg7JOn8RS4p73fWP5wf_vsQlmMAyzwoHR Scale = 1:15.3 1 2 5 3 4 2x4 2x4 2-0-112-0-11 -1-0-0 1-0-0 2-0-11 2-0-11 1-1-02-5-72-0-42-5-78.00 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-R 0.14 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=161/0-3-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=84(LC 6) Max Uplift 5=-10(LC 6), 3=-32(LC 6), 4=-5(LC 6) Max Grav 5=161(LC 1), 3=39(LC 1), 4=36(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss M01 Truss Type Monopitch Qty 5 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792086 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:39 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-NPgryAiwZRMXkTzzi8zJLKcmVpONOR90fPVwiOzwoHQ Scale = 1:13.4 1 2 3 4 5 2x4 2x4 3x6 3x4 5-5-05-5-0 -1-0-0 1-0-0 5-5-0 5-5-0 0-8-52-0-93.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.44 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.00 (loc) 2-5 2-5 5 l/defl >999 >534 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 2-8-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=207/Mechanical, 2=278/0-3-0 Max Horz 2=54(LC 5) Max Uplift 5=-20(LC 6), 2=-48(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) 5, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss M02 Truss Type Monopitch Qty 6 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792087 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:39 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-NPgryAiwZRMXkTzzi8zJLKciQpMPOR90fPVwiOzwoHQ Scale = 1:14.7 1 2 3 4 5 2x4 2x4 3x6 3x4 3x4 6-5-0 6-5-0 -1-0-0 1-0-0 6-5-0 6-5-0 0-8-52-3-93.00 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.64 0.43 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.00 (loc) 2-5 2-5 5 l/defl >795 >318 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-2-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=248/Mechanical, 2=317/0-3-0 Max Horz 2=62(LC 5) Max Uplift 5=-24(LC 6), 2=-51(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) 5, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss M03 Truss Type MONOPITCH Qty 8 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792088 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:40 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-rbDDAWjYKlUOMcY9GsUYuY8_nDmt7uP9u3FTFqzwoHP Scale = 1:13.2 1 2 3 4 5 2x4 3x6 3x4 2x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 0-9-02-1-01-9-80-3-82-1-04.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.22 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=222/0-3-8, 5=146/0-1-8 Max Horz 2=56(LC 5) Max Uplift 2=-43(LC 4), 5=-15(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) 5 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) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss M04 Truss Type Monopitch Qty 10 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792089 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:41 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-JnnbNskA53cF_m7MpZ?nRlhBtd82sLeI7j_1nHzwoHO Scale = 1:11.8 1 2 3 4 5 2x4 3x6 3x4 2x4 -1-0-0 1-0-0 2-0-0 2-0-0 0-9-51-9-51-5-130-3-81-9-56.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-0-4] 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-P 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=150/0-3-8, 5=58/0-1-8 Max Horz 2=44(LC 5) Max Uplift 2=-38(LC 6), 5=-11(LC 5) 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) 5 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) 5. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss M05 Truss Type Monopitch Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792090 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:41 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-JnnbNskA53cF_m7MpZ?nRlh2Pd2tsLeI7j_1nHzwoHO Scale = 1:14.7 1 2 3 4 3x6 3x4 3x4 2x4 2x4 6-5-06-5-0 6-5-0 6-5-0 0-8-52-3-93.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.67 0.43 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.00 (loc) 1-4 1-4 4 l/defl >795 >318 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-2-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=253/0-3-0, 4=253/Mechanical Max Horz 1=64(LC 5) Max Uplift 1=-17(LC 4), 4=-26(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) 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) 1, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss PB01 Truss Type GABLE Qty 12 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792091 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:42 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-n_LzbCkosMk6bwiYNHW0zzENB1ScbouSLNkaJjzwoHN Scale = 1:9.7 2 3 4 1 5 3x4 2x4 2x4 4-2-0 4-2-0 2-1-0 2-1-0 4-2-0 2-1-0 1-4-110-1-40-1-88.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.08 0.00 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-2-0. (lb) - Max Horz 1=-28(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 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, 5, 2, 4. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss PB02 Truss Type GABLE Qty 3 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792092 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:43 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-FAvLoYlQdgszD4Hkx_1FWAmU5QnQKFXba1T7s9zwoHM Scale = 1:25.0 2 3 4 6 1 5 4x6 2x4 2x4 2x4 9-1-14 9-1-14 4-6-15 4-6-15 9-1-14 4-6-15 3-9-130-1-40-1-810.00 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-P 0.28 0.17 0.04 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: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-1-14. (lb) - Max Horz 1=84(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 1=-259(LC 1), 5=-259(LC 1), 2=-247(LC 6), 4=-230(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=493(LC 1), 4=493(LC 1) 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 259 lb uplift at joint 1, 259 lb uplift at joint 5, 247 lb uplift at joint 2 and 230 lb uplift at joint 4. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss PB03 Truss Type GABLE Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792093 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:44 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-kMTj?um2O__qrEswUhYU2OJjJq9l3i?lphDhObzwoHL Scale = 1:25.0 2 3 4 5 6 10 9 8 1 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-1-14 9-1-14 4-6-15 4-6-15 9-1-14 4-6-15 3-9-130-1-40-1-810.00 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-P 0.06 0.04 0.03 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: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-1-14. (lb) - Max Horz 1=-84(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T01 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792094 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:45 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-CZ16DDng9H6gSOR72P4jbbsitEJXo0Zu1LyEw2zwoHK Scale = 1:66.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x8 3x8 5x8 12x12 3x6 3x8 3x4 2x4 3x8 3x8 3x4 12x12 3x6 10-3-0 10-3-0 18-5-8 8-2-8 26-8-0 8-2-8 36-11-0 10-3-0 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 18-5-8 8-2-8 26-8-0 8-2-8 31-8-4 5-0-4 36-11-0 5-2-12 1-1-07-11-01-1-07-11-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-12,0-1-3], [4:0-4-12,0-2-0], [7:0-4-12,0-2-0], [9:0-1-12,0-1-3], [9:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.77 0.77 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.12 (loc) 15-16 15-16 10 l/defl >999 >891 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11,2-16,9-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 8-10 REACTIONS.(lb/size)16=1535/0-3-8, 10=1464/Mechanical Max Horz 16=198(LC 5) Max Uplift 16=-64(LC 6), 10=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-637/33, 3-4=-1815/226, 4-5=-1462/227, 5-7=-1464/228, 7-8=-1818/227, 8-9=-649/35, 2-16=-526/90, 9-10=-477/53 BOT CHORD 15-16=-194/1493, 13-15=-167/1816, 11-13=-167/1816, 10-11=-92/1501 WEBS 4-15=0/590, 5-15=-576/175, 5-13=0/295, 5-11=-575/175, 7-11=0/592, 3-16=-1399/192, 8-10=-1364/191 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) 16, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792095 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:46 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-glbUQZnJwbEX4X?Jc6by8pOtWeiLXWE2G?inSUzwoHJ Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T03 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792096 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:47 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-8x9sevoxhvMOihaVAq6Bg0x3A2yyGtwBVfRL?wzwoHI Scale = 1:64.8 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 5x8 3x6 5x8 6x6 3x6 3x6 3x12 3x4 3x4 3x4 3x12 6x6 3x6 3x6 7-9-07-9-0 18-5-810-8-8 29-2-010-8-8 36-11-07-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 14-10-11 7-1-11 22-0-5 7-1-11 29-2-0 7-1-11 36-11-0 7-9-0 1-1-06-3-01-1-06-3-08.00 12 Plate Offsets (X,Y)-- [3:0-4-12,0-2-0], [7:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.72 0.96 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.70 0.11 (loc) 10-12 12-14 9 l/defl >999 >625 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-15,8-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-14 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS.(lb/size)15=1535/0-3-8, 9=1464/0-3-8 Max Horz 15=159(LC 5) Max Uplift 15=-80(LC 5), 9=-77(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1992/203, 3-4=-1559/220, 4-6=-2258/259, 6-7=-1564/221, 7-8=-1996/204, 2-15=-1461/197, 8-9=-1390/159 BOT CHORD 14-15=-178/434, 12-14=-294/2190, 10-12=-263/2192, 9-10=-126/472 WEBS 3-14=-15/638, 4-14=-905/239, 4-12=0/260, 6-12=0/260, 6-10=-903/238, 7-10=-14/639, 2-14=-217/1173, 8-10=-229/1161 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 8 = 16%, joint 2 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T04 Truss Type Half Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792097 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:48 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-c7iErFpZSCUFJr9ijXdQDETLoRUZ?VPKkJBuXNzwoHH Scale: 1/2"=1' 1 2 3 4 6 5 4x10 2x4 2x4 3x6 2x4 3x4 4-6-0 4-6-0 6-0-0 1-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 6-0-0 1-6-0 0-6-33-4-83-6-33-1-00-3-83-4-88.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [2:0-0-11,0-4-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.17 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=304/0-3-8, 5=221/0-1-8 Max Horz 2=98(LC 5) Max Uplift 2=-45(LC 6), 5=-22(LC 5) 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) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792098 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:49 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-4KGc3bqBDWc6x?kuHF8flR0Omrj2ktzUyzwS3pzwoHG Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-88-3-8 16-4-88-1-0 20-6-84-2-0 28-7-88-1-0 36-11-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/0-3-8 Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T06 Truss Type Common Qty 2 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792099 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:50 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-YWq?GxrpzqkzZ9J4ryfuIfZYoF?LTKpdBdg?bFzwoHF Scale = 1:66.8 1 2 3 4 5 6 7 8 9 13 12 11 10 3x6 4x6 3x6 3x6 3x8 3x4 3x4 3x6 5x8 5x8 3x6 11-11-011-11-0 23-10-011-11-0 -1-0-0 1-0-0 6-0-12 6-0-12 11-11-0 5-10-4 17-9-4 5-10-4 23-10-0 6-0-12 24-10-0 1-0-0 1-3-011-2-31-3-010.00 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-R 0.89 0.86 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.67 0.03 (loc) 10-11 10-11 10 l/defl >999 >420 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,2-13,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 4-11, 4-13, 6-10 REACTIONS.(lb/size)13=1010/0-3-8, 10=1010/0-5-8 Max Horz 13=-267(LC 4) Max Uplift 13=-66(LC 6), 10=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-614/90, 4-5=-823/173, 5-6=-823/173, 6-8=-614/90, 2-13=-533/129, 8-10=-533/129 BOT CHORD 11-13=-66/702, 10-11=0/702 WEBS 5-11=-90/598, 4-13=-508/81, 6-10=-508/81 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) 13, 10. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T07 Truss Type Common Qty 3 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792100 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:50 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-YWq?GxrpzqkzZ9J4ryfuIfZZeF10TENdBdg?bFzwoHF Scale = 1:62.9 1 2 3 4 5 6 7 11 10 9 8 3x6 4x6 3x6 3x8 3x8 3x4 3x4 3x6 5x8 5x8 11-1-811-1-8 22-3-011-1-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-7-0 5-5-8 22-3-0 5-8-0 1-3-010-6-41-3-010.00 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-R 0.77 0.75 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.03 (loc) 8-9 8-9 8 l/defl >999 >510 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=949/0-3-8, 8=877/0-3-8 Max Horz 11=263(LC 5) Max Uplift 11=-63(LC 6), 8=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-538/88, 4-5=-764/162, 5-6=-764/162, 6-7=-551/80, 2-11=-484/125, 7-8=-438/83 BOT CHORD 9-11=-75/647, 8-9=0/651 WEBS 5-9=-85/552, 4-11=-497/70, 6-8=-460/77 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T08 Truss Type Common Qty 3 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792101 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:51 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-0iONTHrRk7sqAJuHPgA7rs5l4fVoCr5nQHPY8hzwoHE Scale = 1:37.8 1 2 3 4 7 6 5 6x6 4x6 3x4 3x4 3x8 6x6 5-9-85-9-8 11-7-05-9-8 5-9-8 5-9-8 11-7-0 5-9-8 12-7-0 1-0-0 1-3-06-0-151-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.73 0.20 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 5-6 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=448/0-5-8, 5=524/0-3-8 Max Horz 7=-159(LC 4) Max Uplift 7=-13(LC 6), 5=-48(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-438/81, 2-3=-439/82, 1-7=-390/69, 3-5=-466/109 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) 7, 5. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T09 Truss Type Common Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792102 8.220 s Nov 3 2018 MiTek Industries, Inc. Thu Jan 10 13:26:45 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-FUj?c8RTPVw_sYgoFmn0zM2nTQ5qeEJeAK1vKTzwl28 Scale = 1:38.5 1 2 3 4 7 6 5 5x6 4x6 3x4 3x8 3x6 5x6 -0-5-80-5-8 5-4-05-4-0 11-1-85-9-8 -0-5-8 0-5-8 5-4-0 5-4-0 11-1-8 5-9-8 12-1-8 1-0-0 0-3-86-0-151-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=506/0-3-8, 7=430/0-5-8 Max Horz 7=-164(LC 4) Max Uplift 5=-47(LC 7), 7=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-400/83, 2-3=-414/81, 1-7=-377/65, 3-5=-447/109 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 47 lb uplift at joint 5 and 14 lb uplift at joint 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.). LOAD CASE(S) Standard January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T10 Truss Type Common Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792103 8.220 s Nov 3 2018 MiTek Industries, Inc. Thu Jan 10 13:27:47 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-RPTRdLBMoYkBI4QitouYURcOpQFK9GgnQ_3BVtzwl1A Scale = 1:38.5 1 2 3 4 7 6 5 5x6 4x6 3x4 3x8 3x6 5x6 -0-5-80-5-8 5-4-05-4-0 11-1-85-9-8 -0-5-8 0-5-8 5-4-0 5-4-0 11-1-8 5-9-8 12-1-8 1-0-0 0-3-86-0-151-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=506/0-3-8, 7=430/0-5-8 Max Horz 7=-164(LC 4) Max Uplift 5=-47(LC 7), 7=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-400/83, 2-3=-414/81, 1-7=-377/65, 3-5=-447/109 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 47 lb uplift at joint 5 and 14 lb uplift at joint 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.). LOAD CASE(S) Standard January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T11 Truss Type Common Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792104 8.220 s Nov 3 2018 MiTek Industries, Inc. Thu Jan 10 13:28:19 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-VZOXKHaQGNmf8?sslWT2nBxskJApflbUnyptd1zwl0g Scale = 1:38.5 1 2 3 4 7 6 5 5x6 4x6 3x4 3x8 3x6 5x6 -0-5-80-5-8 5-4-05-4-0 11-1-85-9-8 -0-5-8 0-5-8 5-4-0 5-4-0 11-1-8 5-9-8 12-1-8 1-0-0 0-3-86-0-151-3-010.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.58 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-7,3-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=506/0-3-8, 7=430/0-5-8 Max Horz 7=-164(LC 4) Max Uplift 5=-47(LC 7), 7=-14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-400/83, 2-3=-414/81, 1-7=-377/65, 3-5=-447/109 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 47 lb uplift at joint 5 and 14 lb uplift at joint 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.). LOAD CASE(S) Standard January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T12 Truss Type Common Qty 5 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792105 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:54 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-RH4V6IuK12EP1mdr4okqSVjEUsPEP1hD6EeDk0zwoHB Scale = 1:62.9 1 2 3 4 5 6 7 11 10 9 8 3x6 4x6 3x6 3x8 3x4 3x8 3x4 3x4 5x8 6x6 11-1-8 11-1-8 21-11-8 10-10-0 22-3-0 0-3-8 -1-0-0 1-0-0 5-8-0 5-8-0 11-1-8 5-5-8 16-5-4 5-3-12 21-11-8 5-6-4 22-3-0 0-3-8 1-3-010-6-40-3-810.00 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-R 0.78 0.73 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.53 0.03 (loc) 9-11 9-11 8 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=937/0-3-8, 8=865/0-3-8 Max Horz 11=266(LC 5) Max Uplift 11=-63(LC 6), 8=-27(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-542/86, 4-5=-747/161, 5-6=-743/163, 6-7=-436/91, 2-11=-484/123, 7-8=-372/87 BOT CHORD 9-11=-80/635, 8-9=0/614 WEBS 5-9=-86/535, 4-11=-480/71, 6-8=-529/62 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T13 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792106 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:55 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-vUduJeuyoMNGfwC2eVF3?iGPLGjs8X1MLuNmHTzwoHA Scale = 1:66.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 5x8 3x8 5x8 12x12 3x6 3x8 3x4 2x4 3x8 3x8 3x4 3x6 12x12 10-3-010-3-0 18-5-88-2-8 26-8-08-2-8 36-11-010-3-0 -1-0-0 1-0-0 5-2-12 5-2-12 10-3-0 5-0-4 18-5-8 8-2-8 26-8-0 8-2-8 31-8-4 5-0-4 36-11-0 5-2-12 1-1-07-11-01-1-07-11-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [2:0-1-12,0-1-3], [4:0-4-12,0-2-0], [7:0-4-12,0-2-0], [9:0-1-12,0-1-3], [9:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.77 0.77 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.12 (loc) 15-16 15-16 10 l/defl >999 >891 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-11,2-16,9-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 5-11, 3-16, 8-10 REACTIONS.(lb/size)16=1535/0-3-8, 10=1464/0-3-8 Max Horz 16=198(LC 5) Max Uplift 16=-64(LC 6), 10=-28(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-637/33, 3-4=-1815/226, 4-5=-1462/227, 5-7=-1464/228, 7-8=-1818/227, 8-9=-649/35, 2-16=-526/90, 9-10=-477/53 BOT CHORD 15-16=-194/1493, 13-15=-167/1816, 11-13=-167/1816, 10-11=-92/1501 WEBS 4-15=0/590, 5-15=-576/175, 5-13=0/295, 5-11=-575/175, 7-11=0/592, 3-16=-1399/192, 8-10=-1364/191 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, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T14 Truss Type Half Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792107 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:56 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-NgBGX_vaZgV7H4mEBDmIYwpjGgDvt7MWZY7JpvzwoH9 Scale = 1:19.2 1 2 3 6 4 5 3x4 2x4 2x4 2-4-132-4-13 4-0-01-7-3 -1-0-0 1-0-0 2-4-13 2-4-13 4-0-0 1-7-3 1-3-03-1-33-3-03-1-32-9-1110.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.25 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.05 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=100/Mechanical, 6=231/0-3-8, 5=41/Mechanical Max Horz 6=80(LC 6) Max Uplift 4=-48(LC 7), 6=-19(LC 6) Max Grav 4=100(LC 1), 6=231(LC 1), 5=72(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. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T15 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792108 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:57 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-rslekKwCKzdzuELQlwHX47LjB4MrcU9foCstLLzwoH8 Scale = 1:65.1 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 3x6 5x6 5x6 3x6 12x12 3x6 3x4 3x6 3x8 3x4 3x8 3x4 3x6 12x12 3x6 6-5-126-5-12 12-9-06-3-4 24-2-011-5-0 30-5-46-3-4 36-11-06-5-12 -1-0-0 1-0-0 6-5-12 6-5-12 12-9-0 6-3-4 18-5-8 5-8-8 24-2-0 5-8-8 30-5-4 6-3-4 36-11-0 6-5-12 37-11-0 1-0-0 1-1-09-7-01-1-09-7-08.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [7:0-3-0,0-2-3], [12:Edge,0-10-2], [12:0-1-12,0-0-0], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8], [19:0-1-12,0-0-0], [19:Edge,0-10-2] 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-R 0.94 0.99 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.95 0.08 (loc) 14-17 14-17 12 l/defl >999 >463 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14 REACTIONS.(lb/size)19=1534/0-3-8, 12=1534/0-3-8 Max Horz 19=228(LC 5) Max Uplift 19=-77(LC 6), 12=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1960/190, 4-5=-1714/232, 5-6=-1344/235, 6-7=-1344/235, 7-8=-1714/232, 8-10=-1960/190, 2-19=-1453/185, 10-12=-1453/185 BOT CHORD 18-19=-208/348, 17-18=-124/1541, 14-17=-74/1439, 13-14=-25/1541, 12-13=-14/348 WEBS 4-17=-274/146, 5-17=-3/551, 6-17=-305/190, 6-14=-305/190, 7-14=-3/551, 8-14=-274/146, 2-18=-16/1204, 10-13=-16/1204 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) 19, 12. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T16 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792109 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:58 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-J3J0ygxq5HlqWNwdJepmdLuztTpBLyxp1scQtnzwoH7 Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 6x8 5x8 3x4 3x4 3x8 3x4 6x6 6x6 7-8-127-8-12 15-3-07-6-4 21-8-06-5-0 29-2-47-6-4 36-11-07-8-12 -1-0-0 1-0-0 7-8-12 7-8-12 15-3-0 7-6-4 21-8-0 6-5-0 29-2-4 7-6-4 36-11-0 7-8-12 37-11-0 1-0-0 1-1-011-3-01-1-011-3-08.00 12 Plate Offsets (X,Y)-- [5:0-4-8,0-1-12], [6:0-4-12,0-2-0], [12:0-2-8,0-1-8], [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-R 0.63 0.54 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.30 0.08 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-14,6-14,2-18,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)18=1534/0-3-8, 11=1534/0-3-8 Max Horz 18=266(LC 5) Max Uplift 18=-87(LC 6), 11=-87(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1983/183, 4-5=-1583/243, 5-6=-1215/251, 6-7=-1584/243, 7-9=-1983/183, 2-18=-1451/182, 9-11=-1451/182 BOT CHORD 17-18=-258/446, 15-17=-60/1544, 14-15=-15/1215, 12-14=-4/1544, 11-12=-50/447 WEBS 4-15=-435/159, 5-15=-16/467, 6-14=-7/467, 7-14=-435/158, 2-17=0/1105, 9-12=0/1104 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 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T17 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792110 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:45:59 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-nFtO90ySsbth8XVptLK?9YR5Gt5g4PlyGWLzQEzwoH6 Scale = 1:85.8 1 2 3 4 5 6 7 8 910 18 17 16 15 14 13 12 11 3x6 6x8 6x8 3x6 12x12 3x6 3x4 3x6 3x4 3x4 3x4 3x6 12x12 3x6 8-11-128-11-12 17-9-08-9-4 19-2-01-5-0 27-11-48-9-4 36-11-08-11-12 -1-0-0 1-0-0 8-11-12 8-11-12 17-9-0 8-9-4 19-2-0 1-5-0 27-11-4 8-9-4 36-11-0 8-11-12 37-11-0 1-0-0 1-1-012-11-01-1-012-11-08.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [6:0-4-12,0-2-0], [11:Edge,0-10-2], [11:0-1-12,0-0-0], [12:0-2-8,0-1-8], [17:0-2-8,0-1-8], [18:0-1-12,0-0-0], [18:Edge,0-10-2] 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-R 0.78 0.78 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.45 0.08 (loc) 12-14 12-14 11 l/defl >999 >980 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2, 2-18,9-11: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-14 REACTIONS.(lb/size)18=1534/0-3-8, 11=1534/0-3-8 Max Horz 18=-305(LC 4) Max Uplift 18=-95(LC 6), 11=-95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1980/178, 4-5=-1461/243, 5-6=-1093/261, 6-7=-1461/243, 7-9=-1980/178, 2-18=-1441/184, 9-11=-1441/184 BOT CHORD 17-18=-268/581, 15-17=-67/1526, 14-15=0/1093, 12-14=0/1526, 11-12=-79/581 WEBS 4-17=0/293, 4-15=-598/190, 5-15=-54/464, 6-14=-54/464, 7-14=-598/190, 7-12=0/293, 2-17=0/949, 9-12=0/949 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 = 4%, joint 9 = 4% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792111 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:00 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-GRRnMMy5du?Ylh4?Q3rEimzICHUdpsh5UA5XygzwoH5 Scale = 1:73.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-88-3-8 16-4-88-1-0 20-6-84-2-0 28-7-88-1-0 36-11-08-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 37-11-0 1-0-0 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [12:0-2-8,0-1-8], [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-R 0.70 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,2-17,9-12: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS.(lb/size)18=1534/0-3-8, 11=1534/0-3-8 Max Horz 18=284(LC 5) Max Uplift 18=-91(LC 6), 11=-91(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1985/181, 4-5=-1526/244, 5-6=-1156/255, 6-7=-1527/244, 7-9=-1985/181, 2-18=-1448/183, 9-11=-1447/183 BOT CHORD 17-18=-273/493, 15-17=-59/1541, 14-15=0/1155, 12-14=0/1540, 11-12=-66/494 WEBS 4-17=0/259, 4-15=-506/168, 5-15=-33/456, 6-14=-33/456, 7-14=-505/168, 7-12=0/258, 2-17=0/1054, 9-12=0/1052 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 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792112 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:01 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-ke?9aizjOC7PNrfC_mMTFzWQOhoqYKeFjqq4U6zwoH4 Scale = 1:71.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 6x6 6x6 3x4 3x8 3x4 3x8 3x4 6x8 6x8 6-6-106-6-10 12-10-136-4-2 22-0-119-1-14 28-4-146-4-2 34-11-86-6-10 -1-0-0 1-0-0 6-6-10 6-6-10 12-10-13 6-4-2 17-5-12 4-6-15 22-0-11 4-6-15 28-4-14 6-4-2 34-11-8 6-6-10 35-11-8 1-0-0 1-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [5:0-4-0,0-1-12], [7:0-4-0,0-1-12], [10:0-3-4,0-1-8], [13:0-2-8,0-1-8], [18:0-2-8,0-1-8] 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-R 0.86 0.67 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.39 0.06 (loc) 14-17 14-17 12 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 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-17,6-17,6-14,7-14: 2x4 SPF No.2, 2-19,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 6-14, 8-14 REACTIONS.(lb/size)19=1455/0-3-8, 12=1455/0-3-8 Max Horz 19=286(LC 5) Max Uplift 19=-72(LC 6), 12=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1643/171, 4-5=-1396/248, 5-6=-981/247, 6-7=-981/247, 7-8=-1396/248, 8-10=-1643/171, 2-19=-1382/175, 10-12=-1382/175 BOT CHORD 18-19=-282/357, 17-18=-140/1168, 14-17=-62/1021, 13-14=0/1168, 12-13=-30/254 WEBS 4-17=-283/170, 5-17=-27/492, 7-14=-27/492, 8-14=-283/170, 2-18=0/925, 10-13=0/925 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 3x6 MT20 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) 19, 12. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792113 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:02 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-CqZXn1_L9VFG??EOYTtinB3cU595HmBOyUae1ZzwoH3 Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792114 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:03 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-g06v?N?zwpN7c9pa6BOxKObnEUVK0DRYA8KBZ?zwoH2 Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792115 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:04 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-8CgHCj?bg7V_EIOmfuvAsc8y_urZlfhhPo3k5RzwoH1 Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792116 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:05 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-cPEgQ30DRQdrsSyzDcRPPph7kIBoU6xreSpIdtzwoH0 Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T24 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792117 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:06 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-4bo2dP1sCkliUcX9nJyfx1DITiX1DZA_t6YrAKzwoH? Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792118 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:07 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-YnMQql2Uz2tZ5m6LL1TuUEmTD6tGy0Q75mIPimzwoH_ Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T26 Truss Type Piggyback Base Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792119 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-1_wo2526kL?QjwhYuk_71SIdzVCVhTgHKQ1yDCzwoGz Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T27 Truss Type Piggyback Base Qty 2 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792120 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:08 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-1_wo2526kL?QjwhYuk_71SIdzVCVhTgHKQ1yDCzwoGz Scale = 1:73.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 6x8 5x6 3x4 3x4 3x8 3x4 6x8 6x8 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 -1-0-0 1-0-0 8-3-8 8-3-8 16-4-8 8-1-0 20-6-8 4-2-0 28-7-8 8-1-0 36-11-0 8-3-8 1-1-012-0-01-1-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,0-1-12], [6:0-3-4,0-2-4], [9:0-3-8,Edge], [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-R 0.78 0.60 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.08 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,2-16,9-11: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)17=1535/0-3-8, 10=1464/Mechanical Max Horz 17=293(LC 5) Max Uplift 17=-91(LC 6), 10=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1987/181, 4-5=-1528/244, 5-6=-1158/255, 6-7=-1529/244, 7-9=-1991/181, 2-17=-1449/183, 9-10=-1378/145 BOT CHORD 16-17=-281/493, 14-16=-72/1542, 13-14=0/1156, 11-13=-31/1545, 10-11=-101/533 WEBS 4-16=0/259, 4-14=-506/168, 5-14=-33/456, 6-13=-33/457, 7-13=-509/169, 7-11=0/259, 2-16=0/1055, 9-11=0/1018 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 3x6 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 9 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 10. 9) 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T28 Truss Type HIP Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792121 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:10 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-zM1ZTn4MGzF7yDrw090b6tO0iJsz9NLankW3I5zwoGx Scale = 1:85.1 12 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x6 5x6 5x6 3x6 12x12 5x6 5x6 3x6 3x4 2x4 3x4 3x4 3x4 2x4 12x12 5x6 5x6 3x6 8-11-128-11-12 17-9-08-9-4 19-2-01-5-0 27-11-48-9-4 36-11-08-11-12 -1-0-0 1-0-0 8-11-12 8-11-12 17-9-0 8-9-4 19-2-0 1-5-0 27-11-4 8-9-4 36-11-0 8-11-12 1-1-012-11-01-1-012-11-08.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-2-4], [7:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-AS 0.64 0.73 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.45 0.12 (loc) 15-17 15-17 11 l/defl >999 >993 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-12: 2x3 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 5-6-15, Right 2x8 SP 2400F 2.0E 5-6-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-4-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 9-14 REACTIONS.(lb/size)2=1537/0-3-8, 11=1476/Mechanical Max Horz 2=286(LC 5) Max Uplift 2=-91(LC 6), 11=-60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1780/185, 4-6=-1475/243, 6-7=-1105/257, 7-9=-1475/243, 9-11=-1782/185 BOT CHORD 2-17=-99/1546, 15-17=-99/1546, 14-15=0/1105, 12-14=-45/1549, 11-12=-45/1549 WEBS 4-17=0/347, 4-15=-607/205, 6-15=-47/449, 7-14=-47/450, 9-14=-611/206, 9-12=0/348 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 2, 11. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T29 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792122 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:11 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-RZbxg65_1GO_aNQ7asXqe4w9ljCRuqHj0OGcqXzwoGw Scale = 1:74.5 12 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x8 8x8 5x8 3x8 8x10 5x6 5x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 8x10 5x6 5x6 3x6 7-8-127-8-12 15-3-07-6-4 21-8-06-5-0 29-2-47-6-4 36-11-07-8-12 -1-0-0 1-0-0 7-8-12 7-8-12 15-3-0 7-6-4 21-8-0 6-5-0 29-2-4 7-6-4 36-11-0 7-8-12 1-1-011-3-01-1-011-3-08.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12], [7:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.74 0.72 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.34 0.11 (loc) 15-17 15-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-15,6-14,7-14: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-9-15, Right 2x8 SP 2400F 2.0E 4-9-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except 2-0-0 oc purlins (4-6-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-14, 9-14 REACTIONS.(lb/size)2=1537/0-3-8, 11=1476/Mechanical Max Horz 2=-256(LC 4) Max Uplift 2=-84(LC 6), 11=-52(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2071/185, 4-6=-1601/243, 6-7=-1240/252, 7-9=-1602/244, 9-11=-2075/187 BOT CHORD 2-17=-64/1562, 15-17=-64/1562, 14-15=-10/1239, 12-14=-39/1565, 11-12=-39/1565 WEBS 4-17=0/302, 4-15=-429/162, 6-15=-16/465, 7-14=-7/465, 9-14=-433/165, 9-12=0/301 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) 2, 11. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss T30 Truss Type Hip Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792123 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:12 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-vl9JuS6coaWrCX?J7a33BITIw7UEdKesF2?AM_zwoGv Scale: 3/16"=1' 12 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x6 5x6 5x6 8x10 5x6 5x6 8x10 5x6 5x6 3x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 3x6 6-5-126-5-12 12-9-06-3-4 24-2-011-5-0 30-5-46-3-4 36-11-06-5-12 -1-0-0 1-0-0 6-5-12 6-5-12 12-9-0 6-3-4 18-5-8 5-8-8 24-2-0 5-8-8 30-5-4 6-3-4 36-11-0 6-5-12 1-1-09-7-01-1-09-7-08.00 12 Plate Offsets (X,Y)-- [6:0-3-4,0-2-4], [8:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.84 1.00 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.97 0.12 (loc) 13-16 13-16 11 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-16,7-13: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-0-15, Right 2x8 SP 2400F 2.0E 4-0-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-7-13 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 4-16, 7-16, 7-13, 9-13 REACTIONS.(lb/size)11=1476/Mechanical, 2=1537/0-3-8 Max Horz 2=-217(LC 4) Max Uplift 11=-42(LC 7), 2=-73(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2085/195, 4-6=-1734/233, 6-7=-1375/237, 7-8=-1375/237, 8-9=-1735/234, 9-11=-2088/197 BOT CHORD 2-17=-122/1557, 16-17=-122/1557, 13-16=-71/1463, 12-13=-59/1561, 11-12=-59/1561 WEBS 4-16=-259/148, 6-16=-1/538, 7-16=-297/191, 7-13=-296/190, 8-13=-2/539, 9-13=-263/151 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) 11, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 113 Woods at Shelborne Job Reference (optional) I35792124 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:14 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-r8H3I87tKBmZRr8hF?5XGjYg2wFx5409iMUGRszwoGt Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12232425262728293031323334 3x6 5x10 MT18HS 5x10 MT18HS 3x6 4x8 4x6 3x6 6x8 6x6 4x8 6x8 3x6 3x8 6x8 4x8 6x6 3x6 6x8 8x10 4x8 8x10 4x6 4-5-154-5-15 8-8-64-2-7 12-10-134-2-7 17-5-124-6-15 22-0-114-6-15 26-3-24-2-7 30-5-94-2-7 34-11-84-5-15 4-5-15 4-5-15 8-8-6 4-2-7 12-10-13 4-2-7 17-5-12 4-6-15 22-0-11 4-6-15 26-3-2 4-2-7 30-5-9 4-2-7 34-11-8 4-5-15 1-3-012-0-01-3-012-0-010.00 12 Plate Offsets (X,Y)-- [5:0-7-0,0-2-0], [7:0-7-0,0-2-0], [12:Edge,0-2-0], [13:0-3-8,0-3-0], [14:0-3-0,0-3-8], [20:0-3-0,0-3-8], [21:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.74 0.60 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.09 (loc) 17-18 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 799 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-21,3-20,4-20,8-14,9-14,9-13: 2x4 SPF-S Stud 1-22,11-12: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)22=14061/0-3-8 (req. 0-3-14), 12=11827/0-3-8 Max Horz 22=281(LC 4) Max Uplift 22=-738(LC 5), 12=-1094(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-14931/828, 3-4=-14373/873, 4-5=-12591/855, 5-6=-9724/702, 6-7=-9721/786, 7-8=-12586/963, 8-9=-14439/1221, 9-11=-14135/1397, 1-22=-11945/666, 11-12=-11667/1169 BOT CHORD 21-22=-383/2563, 20-21=-748/11379, 18-20=-705/10995, 17-18=-667/10295, 16-17=-667/10295, 14-16=-794/11045, 13-14=-986/10764, 12-13=-52/1066 WEBS 3-21=0/624, 3-20=-585/105, 4-20=-162/3445, 4-18=-2898/265, 5-18=-469/7630, 6-18=-1715/338, 6-17=-98/2975, 6-16=-1723/103, 7-16=-539/7626, 8-16=-3009/657, 8-14=-659/3589, 9-14=-131/485, 9-13=-720/128, 1-21=-425/9105, 11-13=-977/10016 NOTES-(12-13) 1) 3-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 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=738, 12=1094. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG01 Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 113 Woods at Shelborne Job Reference (optional) I35792124 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:14 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-r8H3I87tKBmZRr8hF?5XGjYg2wFx5409iMUGRszwoGt NOTES-(12-13) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1444 lb down and 67 lb up at 1-6-0, 1444 lb down and 67 lb up at 2-10-12, 1444 lb down and 67 lb up at 4-10-12, 1444 lb down and 67 lb up at 6-10-12, 1444 lb down and 67 lb up at 8-10-12, 1444 lb down and 67 lb up at 10-10-12, 1444 lb down and 67 lb up at 12-10-12, 1444 lb down and 67 lb up at 14-10-12, 1444 lb down and 67 lb up at 16-10-12, 1444 lb down and 67 lb up at 18-10-12, 1456 lb down and 72 lb up at 20-10-12, 1456 lb down and 64 lb up at 22-10-12, 1456 lb down and 54 lb up at 24-10-12, and 1444 lb down and 55 lb up at 26-10-12, and 2888 lb down and 846 lb up at 28-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-60, 12-22=-20 Concentrated Loads (lb) Vert: 20=-1444(B) 18=-1444(B) 15=-1456(B) 23=-1444(B) 24=-1444(B) 25=-1444(B) 26=-1444(B) 27=-1444(B) 28=-1444(B) 29=-1444(B) 30=-1444(B) 31=-1456(B) 32=-1456(B) 33=-1444(B) 34=-2888(B) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792125 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:14 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-r8H3I87tKBmZRr8hF?5XGjYnIwMm5Ft9iMUGRszwoGt Scale = 1:15.4 1 2 3 4 6 5 7 8 9 4x8 2x4 2x4 3x6 2x4 3x4 3-0-03-0-0 6-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-6-32-4-82-6-32-1-00-3-82-4-88.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-4-5], [2:0-0-0,0-0-0], [3:0-2-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-P 0.28 0.17 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=392/0-3-8, 5=363/0-1-8 Max Horz 2=68(LC 4) Max Uplift 2=-106(LC 5), 5=-93(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-392/97 BOT CHORD 2-6=-96/266, 5-6=-94/275 WEBS 3-5=-343/101 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; cantilever left and right exposed ; end vertical left and right exposed; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=106. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 65 lb up at 3-0-0, and 68 lb down and 48 lb up at 3-3-15, and 54 lb down and 49 lb up at 4-8-6 on top chord, and 86 lb down and 22 lb up at 3-3-3, and 43 lb down at 4-8-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) 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 Continued on page 2 January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792125 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:14 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-r8H3I87tKBmZRr8hF?5XGjYnIwMm5Ft9iMUGRszwoGt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-53(F) 6=-48(F) 7=-54(F) 8=-54(F) 9=-21(F) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792126 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:16 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-oWPqjq97sp0Hg9I4MQ7?L8ezjkx1ZyISAfzNVlzwoGr Scale: 3/16"=1' 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5x6 3x6 3x8 6x6 8x16 4x6 4x6 5x8 5x8 3x4 4x6 3x4 6x6 6x6 5x8 7-9-07-9-0 17-4-89-7-8 27-0-09-7-8 36-11-09-11-0 -1-0-0 1-0-0 7-9-0 7-9-0 14-11-10 7-2-10 22-2-4 7-2-10 29-4-14 7-2-10 36-11-0 7-6-2 1-1-06-3-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-5-9], [4:0-3-0,0-2-3], [10:0-3-0,0-3-12], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.92 0.63 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.21 -0.47 0.12 (loc) 13 11-13 10 l/defl >999 >933 n/a L/d 240 180 n/a PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 9-10,5-15: 2x4 SPF No.2, 8-10: 2x4 SPF 2100F 1.8E SLIDER Left 2x6 SPF No.2 4-9-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 1 Row at midpt 5-15, 6-11, 8-10 REACTIONS.(lb/size)10=2908/Mechanical, 2=2864/0-3-8 Max Horz 2=177(LC 4) Max Uplift 10=-834(LC 3), 2=-654(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3995/932, 4-5=-3177/830, 5-6=-4495/1196, 6-8=-3520/970, 9-10=-416/271 BOT CHORD 2-15=-859/3136, 13-15=-1302/4420, 11-13=-1288/4319, 10-11=-905/2937 WEBS 4-15=-295/1642, 5-15=-1617/694, 5-13=0/453, 6-13=0/389, 6-11=-1262/519, 8-11=-143/1538, 8-10=-3643/1068 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) except (jt=lb) 10=834, 2=654. 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) 100 lb down and 115 lb up at 8-4-12, 100 lb down and 115 lb up at 10-4-12, 100 lb down and 115 lb up at 12-4-12, 100 lb down and 115 lb up at 14-4-12, 100 lb down and 115 lb up at 16-4-12, 100 lb down and 115 lb up at 18-4-12, 100 lb down and 115 lb up at 20-4-12, 100 lb down and 115 lb up at 22-4-12, 100 lb down and 115 lb up at 24-4-12, 100 lb down and 115 lb up at 26-4-12, 100 lb down and 115 lb up at 28-4-12, 100 lb down and 115 lb up at 30-4-12, 100 lb down and 115 lb up at 32-4-12, and 100 lb down and 115 lb up at 34-4-12, and 115 lb down and 115 lb up at 36-3-4 on top chord, and 343 lb down and 106 lb up at 4-4-12, 201 lb down and 34 lb up at 6-4-12, 73 lb down at 8-4-12, 73 lb down at 10-4-12, 73 lb down at 12-4-12, 73 lb down at 14-4-12, 73 lb down at 16-4-12, 73 lb down at 18-4-12, 73 lb down at 20-4-12, 73 lb down at 22-4-12, 73 lb down at 24-4-12, 73 lb down at 26-4-12, 73 lb down at 28-4-12, 73 lb down at 30-4-12, 73 lb down at 32-4-12, and 73 lb down at 34-4-12, and 83 lb down at 36-3-4 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 Continued on page 2 January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792126 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:16 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-oWPqjq97sp0Hg9I4MQ7?L8ezjkx1ZyISAfzNVlzwoGr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 2-10=-20 Concentrated Loads (lb) Vert: 6=-100(B) 16=-100(B) 17=-100(B) 18=-100(B) 19=-100(B) 20=-100(B) 21=-100(B) 22=-100(B) 23=-100(B) 24=-100(B) 25=-100(B) 26=-100(B) 27=-100(B) 28=-100(B) 29=-115(B) 30=-343 31=-201 32=-48(B) 33=-48(B) 34=-48(B) 35=-48(B) 36=-48(B) 37=-48(B) 38=-48(B) 39=-48(B) 40=-48(B) 41=-48(B) 42=-48(B) 43=-48(B) 44=-48(B) 45=-48(B) 46=-53(B) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG04 Truss Type Half Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792127 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:16 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-oWPqjq97sp0Hg9I4MQ7?L8e6hk3AZAJSAfzNVlzwoGr Scale = 1:21.8 1 2 3 6 4 7 5 4x6 3x4 2x4 3-0-03-0-0 4-0-01-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 4-0-0 1-0-0 1-3-03-9-00-3-83-5-83-9-010.00 12 Plate Offsets (X,Y)-- [3:0-2-4,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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=173/Mechanical, 6=237/0-3-8, 5=64/Mechanical Max Horz 6=101(LC 5) Max Uplift 4=-101(LC 5), 6=-15(LC 5), 5=-24(LC 5) Max Grav 4=173(LC 1), 6=237(LC 1), 5=108(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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; cantilever left and right exposed ; end vertical left and right exposed; 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) 6, 5 except (jt=lb) 4=101. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 62 lb up at 3-11-4 on top chord, and 42 lb down and 32 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 4=-78(B) 7=-24(B) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792128 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:17 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-GjzCxA9lc688IItGw7eEuLAHj8HWIdZcOJjw1BzwoGq Scale = 1:14.9 1 2 3 6 7 4 8 9 5 3x4 3x4 3x4 1-4-131-4-13 4-0-02-7-3 -1-0-0 1-0-0 1-4-13 1-4-13 4-0-0 2-7-3 1-3-02-3-32-5-02-3-31-11-1110.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.33 0.61 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 0.09 (loc) 5-6 5-6 4 l/defl >999 >565 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=116/Mechanical, 6=417/0-3-8, 5=119/Mechanical Max Horz 6=54(LC 5) Max Uplift 4=-60(LC 6), 6=-118(LC 5), 5=-30(LC 5) Max Grav 4=116(LC 1), 6=417(LC 1), 5=120(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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; cantilever left and right exposed ; end vertical left and right exposed; 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, 5 except (jt=lb) 6=118. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 lb down and 25 lb up at 1-4-13, and 34 lb down and 30 lb up at 3-5-9 on top chord, and 278 lb down and 93 lb up at 1-4-13, and 2 lb down and 16 lb up at 1-5-9, and 6 lb down and 14 lb up at 3-5-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 8=-277(F=1) 9=-2(F) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792129 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:19 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-C54yMrB?8kOsXc1f2YhizmGUrxt9mK0usdC164zwoGo Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 8x10 4x8 8x10 4x6 4x6 5x8 2x4 5x12 2x4 2x4 4x6 4x10 8x8 8x10 4x6 4x6 5x8 5-3-05-3-0 14-1-48-10-4 22-9-128-8-8 31-8-08-10-4 36-11-05-3-0 -1-0-0 1-0-0 5-3-0 5-3-0 14-1-4 8-10-4 22-9-12 8-8-8 31-8-0 8-10-4 36-11-0 5-3-0 37-11-0 1-0-0 1-1-04-5-14-7-01-1-04-5-18.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-5-4], [8:0-5-1,Edge], [16:0-4-8,0-2-8] 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 NO IRC2006/TPI2002 CSI. TC BC WB Matrix-R 0.93 0.98 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.36 -0.63 0.13 (loc) 13-16 13-16 10 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-6: 2x6 SP 2400F 2.0E, 6-8: 2x6 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 14-15: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-16,7-16,7-12: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-3-11, Right 2x6 SPF No.2 3-3-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except 2-0-0 oc purlins (3-0-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. WEBS 1 Row at midpt 4-16, 7-16 2 Rows at 1/3 pts 7-12 REACTIONS.(lb/size)2=2074/0-3-8, 10=2217/0-3-8 Max Horz 2=-95(LC 3) Max Uplift 2=-721(LC 4), 10=-786(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2960/1150, 4-5=-4785/2013, 5-7=-4780/2010, 7-8=-2429/992, 8-10=-3058/1164 BOT CHORD 2-17=-972/2313, 16-17=-969/2318, 13-16=-1992/4776, 12-13=-1992/4776, 10-12=-927/2380 WEBS 4-17=0/378, 4-16=-1234/2757, 5-16=-853/551, 7-13=0/511, 7-12=-2606/1156, 8-12=-375/1219 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; cantilever left and right exposed ; end vertical left and right exposed; 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) except (jt=lb) 2=721, 10=786. 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) 61 lb down and 79 lb up at 5-3-0, 56 lb down and 79 lb up at 7-3-12, 56 lb down and 79 lb up at 8-8-4, 56 lb down and 79 lb up at 10-0-12, 56 lb down and 79 lb up at 12-0-12, 56 lb down and 79 lb up at 14-0-12, 56 lb down and 79 lb up at 16-0-12, 56 lb down and 79 lb up at 18-0-12, 56 lb down and 79 lb up at 20-0-12, 56 lb down and 79 lb up at 22-0-12, 56 lb down and 79 lb up at 24-0-12, 56 lb down and 79 lb up at 26-0-12, 56 lb down and 79 lb up at 28-0-12, 56 lb down and 79 lb up at 30-0-12, 61 lb down and 79 lb up at 31-8-0, and 80 lb down and 64 lb up at 33-7-4, and 96 lb down and 76 lb up at 34-10-4 on top chord, and 68 lb down and 36 lb up at 4-0-12, 34 lb down and 14 lb up at 5-3-12, 34 lb down and 14 lb up at 7-3-12, 34 lb down and 14 lb up at 8-8-4, 34 lb down and 14 lb up at 10-0-12, 34 lb down and 14 lb up at 12-0-12, 34 lb down and 14 lb up at 14-0-12, 34 lb down and 14 lb up at 16-0-12, 34 lb down and 14 lb up at 18-0-12, 34 lb down and 14 lb up at 20-0-12, 34 lb down and 14 lb up at 22-0-12, 34 lb down and 14 lb up at 24-0-12, 34 lb down and 14 lb up at 26-0-12, 34 lb down and 14 lb up at 28-0-12, 34 lb down and 14 lb up at 30-0-12, 34 lb down and 14 lb up at 31-7-4, and 32 lb down at 33-7-4, and 100 lb down and 42 lb up at 34-10-4 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).Continued on page 2 January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss TG06 Truss Type Hip Girder Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792129 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:19 2019 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-C54yMrB?8kOsXc1f2YhizmGUrxt9mK0usdC164zwoGo 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: 1-4=-60, 4-8=-60, 8-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 4=-42(F) 15=-22(F) 17=-22(F) 16=-22(F) 5=-42(F) 12=-22(F) 8=-42(F) 18=-42(F) 19=-42(F) 20=-42(F) 21=-42(F) 22=-42(F) 23=-42(F) 24=-42(F) 25=-42(F) 26=-42(F) 27=-42(F) 28=-42(F) 29=-42(F) 30=-40(F) 31=-56(F) 32=-44(F) 33=-22(F) 34=-22(F) 35=-22(F) 36=-22(F) 37=-22(F) 38=-22(F) 39=-22(F) 40=-22(F) 41=-22(F) 42=-22(F) 43=-22(F) 44=-21(F) 45=-100(F) January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V01 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792130 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:20 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-gHeKZBCev1Wj9mcrbFCxW_okWLLLVz?25HxbeWzwoGn Scale = 1:20.4 1 2 3 5 4 2x4 2x4 3x6 2x4 2x4 12-7-5 12-7-5 3-1-130-0-43.00 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-R 0.61 0.41 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=46/12-6-5, 3=236/12-6-5, 4=618/12-6-5 Max Horz 5=-92(LC 4) Max Uplift 5=-3(LC 4), 3=-10(LC 5), 4=-67(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-433/181 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) 5, 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V02 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:20 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-gHeKZBCev1Wj9mcrbFCxW_ohYLJjV_I25HxbeWzwoGn Scale = 1:11.1 1 2 3 2x4 2x4 3x4 5-11-5 5-11-5 1-5-130-0-43.00 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-P 0.80 0.51 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 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 5-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=197/5-10-5, 2=197/5-10-5 Max Horz 3=-41(LC 4) Max Uplift 3=-19(LC 7), 2=-15(LC 5) 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, 2. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V03 Truss Type Roof Special Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792132 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:21 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-8UCjmXDGgLeanwB29zjA2BL?mlm?ENMBJxh8AyzwoGm Scale = 1:56.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 4x6 3x6 5x6 27-5-1227-5-12 11-6-9 11-6-9 20-8-8 9-1-14 27-5-12 6-9-5 0-0-49-7-83-11-129-7-810.00 12 Plate Offsets (X,Y)-- [4:0-2-4,Edge], [7:0-4-4,0-2-0] 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-R 0.20 0.13 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 6-13, 5-14 REACTIONS.All bearings 27-5-8. (lb) - Max Horz 1=262(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 13, 14, 16 except 17=-143(LC 6), 11=-122(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 12=323(LC 1), 13=328(LC 10), 14=322(LC 1), 16=301(LC 10), 17=381(LC 1), 11=287(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/233 WEBS 2-17=-270/183 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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, 10, 13, 14, 16 except (jt=lb) 17=143, 11=122. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V04 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792133 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:22 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-cgm5_tDuRfmQO4mEjgEPbPuBD96nzrJLYbQhjOzwoGl Scale = 1:73.3 1 2 3 4 5 6 7 8 9 17 16 1514 13 12 11 10 3x6 4x6 3x4 3x6 25-10-925-10-9 14-6-5 14-6-5 25-10-9 11-4-4 0-0-412-1-42-7-1210.00 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-R 0.15 0.09 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 6-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-13, 5-14, 7-12 REACTIONS.All bearings 25-10-4. (lb) - Max Horz 1=303(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 13, 17 except 1=-178(LC 4), 14=-112(LC 6), 16=-117(LC 6), 12=-109(LC 7), 11=-129(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 1 except 13=403(LC 7), 14=327(LC 10), 16=330(LC 1), 17=278(LC 10), 12=333(LC 11), 11=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-358/313, 2-4=-291/307, 4-5=-202/297, 5-6=-106/349, 6-7=-102/333 WEBS 6-13=-356/78, 7-12=-252/159 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 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) 10, 13, 17 except (jt=lb) 1=178, 14=112, 16=117, 12=109, 11=129. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V05 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792134 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:23 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-4sKTBDEWCyuH0DLQHOle8cQKNYQFiG6UnFAFFrzwoGk Scale = 1:65.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 93x6 3x6 5x6 24-3-624-3-6 12-11-2 12-11-2 24-3-6 11-4-4 0-0-410-9-41-3-1210.00 12 Plate Offsets (X,Y)-- [5:0-2-1,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-R 0.32 0.20 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 5-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 24-3-1. (lb) - Max Horz 1=256(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1 except 13=-104(LC 6), 15=-142(LC 6), 11=-112(LC 7), 10=-144(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 12=309(LC 7), 13=302(LC 10), 15=395(LC 1), 11=337(LC 11), 10=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/230, 4-5=-125/273, 5-6=-128/259 WEBS 5-12=-263/39, 2-15=-268/177, 6-11=-257/164 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 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 except (jt=lb) 13=104, 15=142, 11=112, 10=144. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V06 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792135 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:24 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-Z3urPZF8zG08eNvcq5GtgqzWsynKRk4d?vvonHzwoGj Scale = 1:58.1 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 22-7-922-7-9 22-7-130-0-5 11-3-15 11-3-15 22-7-13 11-3-15 0-0-49-5-40-0-410.00 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-R 0.14 0.15 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 22-7-4. (lb) - Max Horz 1=212(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-116(LC 6), 13=-109(LC 6), 9=-116(LC 7), 8=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 11=335(LC 10), 13=307(LC 1), 9=334(LC 11), 8=307(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-254/166, 5-9=-254/166 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 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 except (jt=lb) 11=116, 13=109, 9=116, 8=109. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V07 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792136 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:24 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-Z3urPZF8zG08eNvcq5GtgqzTIyjMRlPd?vvonHzwoGj Scale = 1:51.7 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 19-5-719-5-2 9-8-12 9-8-12 19-5-7 9-8-12 0-0-48-1-40-0-410.00 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-R 0.37 0.40 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-4-13. (lb) - Max Horz 1=-182(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-163(LC 6), 6=-162(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=464(LC 10), 6=464(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-344/212, 4-6=-344/211 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=163, 6=162. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V08 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792137 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:25 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-1FRDcvGmka8?FXUpOpo6D1WhMM79AC1nEZfMKjzwoGi Scale = 1:41.9 1 2 3 4 5 9 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 16-3-116-2-12 8-1-8 8-1-8 16-3-1 8-1-8 0-0-46-9-40-0-410.00 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-R 0.16 0.18 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: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-2-7. (lb) - Max Horz 1=-151(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-127(LC 6), 6=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=361(LC 10), 6=361(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-270/169, 4-6=-270/169 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=127, 6=127. 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.). January 10,2019 16023 Swingley Ridge RdChesterfield, 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 113_Woods_at_Shelborne Truss V09 Truss Type Valley Qty 1 Ply 1 113 Woods at Shelborne Job Reference (optional) I35792138 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 10 09:46:26 2019 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:sFdpYahtTAQCe1Va2ofE2uzXn23-VR?cqFGOVtGsth3?yWJLlF2qjmUfvgzwTDOvsAzwoGh Scale = 1:33.9 1 2 3 4 5 8 7 63x4 5x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-50-0-5 13-0-1013-0-5 6-6-5 6-6-5 13-0-10 6-6-5 0-0-45-5-40-0-410.00 12 Plate Offsets (X,Y)-- [3:0-2-1,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-R 0.31 0.10 0.12 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: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-1. (lb) - Max Horz 1=-120(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-104(LC 6), 6=-104(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=260(LC 1), 8=288(LC 10), 6=288(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=104, 6=104. 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.). January 10,2019 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 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 SystemGeneral 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths