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HomeMy WebLinkAboutI33479738.88_Woods_at_ShelborneRe: Liu, Xuegang Pages or sheets covered by this seal: I33479738 thru I33479818 My license renewal date for the state of Indiana is July 31, 2018. 88_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: 88 Woods at Shelborne The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss GE01 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479738 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-nGquInqj6_ZPSomTjfzVUXN_Y3VsBvFiTrp4ZUzBw4P Scale = 1:71.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-5-0 20-5-0 -1-0-0 1-0-0 10-2-8 10-2-8 20-5-0 10-2-8 21-5-0 1-0-0 1- 2 - 0 8- 9 - 1 4 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [22:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.23 0.11 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 300 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 *Except* 7-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 20-5-0. (lb) - Max Horz 25=-211(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 20, 21, 23, 18, 17, 16, 15 except 24=-108(LC 5) Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 20, 21, 23, 24, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 20, 21, 23, 18, 17, 16, 15 except (jt=lb) 24=108. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss GE02 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479739 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-FTOGW7qMtHhG4yLgGNUk0lwAaTrjwMJriVYd5wzBw4O Scale = 1:48.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-6-0 13-6-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-6-0 6-9-0 14-6-0 1-0-0 1- 1 - 8 5- 1 0 - 1 4 1- 1 - 8 8.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.15 0.07 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 150 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-6-0. (lb) - Max Horz 20=-142(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-142(LC 4), 12=-102(LC 5), 19=-145(LC 5), 13=-116(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=142, 12=102, 19=145, 13=116. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss GE03 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479740 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-jfxejTr_ebp7i6wsq40zZySL?sBmfov?w9IBeNzBw4N Scale = 1:52.1 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-9-0 14-9-0 -1-0-0 1-0-0 7-4-8 7-4-8 14-9-0 7-4-8 15-9-0 1-0-0 1- 2 - 0 6- 8 - 6 1- 2 - 0 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.08 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-9-0. (lb) - Max Horz 20=-161(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14, 13 except 20=-101(LC 4), 19=-107(LC 5) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14, 13 except (jt=lb) 20=101, 19=107. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss GE04 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479741 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-jfxejTr_ebp7i6wsq40zZySL4sBqfpG?w9IBeNzBw4N Scale = 1:52.9 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-0 13-11-0 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1- 2 - 0 6- 4 - 1 0 1- 2 - 0 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 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 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-11-0. (lb) - Max Horz 20=-154(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 17, 18, 15, 14 except 20=-129(LC 4), 19=-133(LC 5), 13=-110(LC 4) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 18, 15, 14 except (jt=lb) 20=129, 19=133, 13=110. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J01 Truss Type Jack-Open Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479742 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-BrV1wpscPvx_JGV2OnXC6A?WeGWIOH789p1kApzBw4M Scale = 1:17.9 1 2 3 7 6 8 4 5 2x4 2x4 4x6 2x4 1-8-0 1-8-0 4-0-0 2-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1- 2 - 0 2- 5 - 0 2- 1 - 8 2- 5 - 0 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.19 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.04 (loc) 6 6 4 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=230/0-3-8, 4=89/Mechanical, 5=55/Mechanical Max Horz 7=87(LC 5) Max Uplift7=-45(LC 5), 4=-33(LC 4), 5=-7(LC 5) Max Grav 7=230(LC 1), 4=89(LC 1), 5=67(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) 7, 4, 5. 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) 32 lb down and 36 lb up at 2-0-12 on top chord, and 3 lb down and 13 lb up at 2-0-12 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=-2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J02 Truss Type Jack-Open Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479743 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-BrV1wpscPvx_JGV2OnXC6A?WhGWPOH989p1kApzBw4M Scale = 1:17.9 1 2 3 7 6 8 4 5 2x4 2x4 4x6 2x4 1-8-0 1-8-0 4-0-0 2-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1- 2 - 0 2- 5 - 0 2- 1 - 8 2- 5 - 0 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.17 0.18 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.04 (loc) 6 6 4 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 7=227/0-3-8, 4=88/Mechanical, 5=54/Mechanical Max Horz 7=87(LC 5) Max Uplift7=-43(LC 5), 4=-32(LC 3), 5=-6(LC 5) Max Grav 7=227(LC 1), 4=88(LC 1), 5=67(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) 7, 4, 5. 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) 29 lb down and 15 lb up at 1-8-0, and 34 lb down and 26 lb up at 2-0-12 on top chord, and 2 lb up at 1-8-0, and 2 lb down and 16 lb up at 2-0-12 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J03 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479744 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-BrV1wpscPvx_JGV2OnXC6A?XpGYXOHH89p1kApzBw4M Scale = 1:18.2 1 4 2 3 2x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1- 1 - 0 2- 5 - 0 1- 1 1 - 1 3 2- 5 - 0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.10 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=75/Mechanical, 2=54/Mechanical, 3=21/Mechanical Max Horz 4=52(LC 6) Max Uplift2=-38(LC 6), 3=-1(LC 6) Max Grav 4=75(LC 1), 2=54(LC 1), 3=37(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) 2, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J04 Truss Type Jack-Open Qty 3 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479745 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-f23P89tEAC3qxP4FyV2ReNYhvguY7kWIOSnHiFzBw4L Scale = 1:18.2 1 2 5 3 4 2x4 2x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1- 1 - 0 2- 5 - 0 1- 1 1 - 1 3 2- 5 - 0 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.14 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-5-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=84(LC 6) Max Uplift5=-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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J05 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479746 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-f23P89tEAC3qxP4FyV2ReNYgXgt97kWIOSnHiFzBw4L Scale = 1:18.1 1 2 5 3 4 2x4 3x4 2-5-15 2-5-15 -1-6-1 1-6-1 2-5-15 2-5-15 1- 2 - 0 2- 4 - 1 5 5.98 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) 0.23 0.09 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: 9 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=223/0-4-14, 3=41/Mechanical, 4=19/Mechanical Max Horz 5=85(LC 6) Max Uplift5=-42(LC 6), 3=-25(LC 6) Max Grav 5=223(LC 1), 3=41(LC 1), 4=43(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J06 Truss Type Jack-Open Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479747 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-f23P89tEAC3qxP4FyV2ReNYgtgry7cBIOSnHiFzBw4L Scale = 1:18.2 1 2 3 4 7 6 5 2x4 2x4 2x4 5x6 1-0-0 1-0-0 1-8-0 0-8-0 1-11-4 0-3-4 2-0-0 0-0-12 -1-0-0 1-0-0 1-8-0 1-8-0 2-0-0 0-4-0 1- 2 - 0 2- 5 - 0 9.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.23 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.13 (loc) 6-7 6-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=151/0-5-8, 5=8/Mechanical, 3=62/Mechanical Max Horz 7=87(LC 5) Max Uplift7=-117(LC 13), 5=-562(LC 5) Max Grav 7=151(LC 1), 5=16(LC 2), 3=642(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=0/654 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) 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) except (jt=lb) 7=117, 5=562. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 26 lb up at 2-0-0 on top chord, and 10 lb down at 1-8-0 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-1(B) 6=-2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J07 Truss Type Jack-Open Qty 7 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479748 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-7EdnLVtsxWBhZZeRVCZgBb4sE4CYsBmRc6WrEhzBw4K Scale = 1:19.7 1 2 5 3 4 2x4 3x4 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1- 2 - 0 2- 8 - 0 2- 2 - 8 2- 8 - 0 9.00 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) 0.17 0.08 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-5-8, 3=39/Mechanical, 4=17/Mechanical Max Horz 5=94(LC 6) Max Uplift3=-37(LC 6), 4=-10(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) 3, 4. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J08 Truss Type Jack-Open Qty 2 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479749 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-7EdnLVtsxWBhZZeRVCZgBb4tU4DFsBmRc6WrEhzBw4K Scale: 1"=1' 1 2 5 3 43x8 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0- 9 - 0 1- 5 - 0 1- 0 - 1 3 1- 5 - 0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 2-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=161/0-3-8, 3=40/Mechanical, 4=16/Mechanical Max Horz 5=43(LC 6) Max Uplift5=-41(LC 4), 3=-15(LC 6) Max Grav 5=161(LC 1), 3=40(LC 1), 4=35(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J09 Truss Type Jack-Open Structural Gable Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479750 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-7EdnLVtsxWBhZZeRVCZgBb4sv4D_sBmRc6WrEhzBw4K Scale = 1:18.1 1 2 5 3 4 2x4 2x4 2-5-15 2-5-15 -1-6-4 1-6-4 2-5-15 2-5-15 1- 2 - 0 2- 4 - 1 5 0- 4 - 1 0 2- 0 - 4 2- 4 - 1 5 5.98 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 2-5-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=40/Mechanical, 5=225/0-7-7, 4=19/Mechanical Max Horz 5=57(LC 6) Max Uplift3=-22(LC 6), 5=-49(LC 6) Max Grav 3=40(LC 1), 5=225(LC 1), 4=43(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 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) 3, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J10 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479751 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-7EdnLVtsxWBhZZeRVCZgBb4sL4DnsBmRc6WrEhzBw4K Scale: 1"=1' 1 2 5 3 4 3x8 2-9-15 2-9-15 -1-5-0 1-5-0 2-9-15 2-9-15 0- 9 - 0 1- 5 - 0 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=224/0-4-9, 3=58/Mechanical, 4=23/Mechanical Max Horz 5=42(LC 6) Max Uplift5=-63(LC 4), 3=-17(LC 6) Max Grav 5=224(LC 1), 3=58(LC 1), 4=49(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J11 Truss Type Jack-Open Qty 5 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479752 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-bQB9ZruUiqJYAjDd3w4vjod?2UZdbeEbrmGOn8zBw4J Scale = 1:28.7 1 2 3 4 10 9 8 7 5 6 2x4 3x4 2x4 2x4 3x4 3x8 4x6 1-2-12 1-2-12 2-5-8 1-2-12 4-0-0 1-6-8 -1-0-0 1-0-0 1-2-12 1-2-12 2-5-8 1-2-12 4-0-0 1-6-8 1- 2 - 0 4- 2 - 0 3- 6 - 0 3- 8 - 8 0- 8 - 0 9.00 12 Plate Offsets (X,Y)-- [7:0-4-4,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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.05 0.02 (loc) 7 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=228/0-3-8, 5=128/Mechanical, 6=15/Mechanical Max Horz 10=139(LC 6) Max Uplift5=-79(LC 6) Max Grav 10=228(LC 1), 5=128(LC 1), 6=30(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J12 Truss Type Jack-Open Qty 23 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479753 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-bQB9ZruUiqJYAjDd3w4vjod?hUXfbe0brmGOn8zBw4J Scale = 1:28.7 1 2 5 3 4 3x6 3x4 4-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1- 2 - 0 4- 2 - 0 3- 8 - 8 4- 2 - 0 9.00 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) 0.31 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 -0.03 (loc) 4-5 4-5 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing 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=139(LC 6) Max Uplift3=-71(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J13 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479754 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-bQB9ZruUiqJYAjDd3w4vjod1mUYrbe0brmGOn8zBw4J Scale = 1:18.1 1 2 5 3 4 2x4 2x4 2-7-10 2-7-10 -1-4-6 1-4-6 2-7-10 2-7-10 1- 1 - 3 2- 4 - 1 5 0- 4 - 1 1 2- 0 - 4 2- 4 - 1 5 5.98 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 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: 9 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 2-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=213/0-5-4, 3=51/Mechanical, 4=22/Mechanical Max Horz 5=83(LC 6) Max Uplift5=-37(LC 6), 3=-28(LC 6) Max Grav 5=213(LC 1), 3=51(LC 1), 4=46(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J14 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479755 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4dlXmAv6T7SPotopddb8G0ABFtu6K5Gk4Q?yJazBw4I Scale = 1:18.1 1 2 5 3 4 2x4 3x4 2-7-10 2-7-10 -1-6-1 1-6-1 2-7-10 2-7-10 1- 1 - 3 2- 4 - 1 5 5.98 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) 0.20 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: 9 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 2-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=227/0-5-4, 3=47/Mechanical, 4=20/Mechanical Max Horz 5=86(LC 6) Max Uplift5=-44(LC 6), 3=-26(LC 6) Max Grav 5=227(LC 1), 3=47(LC 1), 4=46(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J15 Truss Type Jack-Open Qty 4 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479756 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4dlXmAv6T7SPotopddb8G0ADztvnK5Gk4Q?yJazBw4I Scale = 1:11.7 1 2 5 3 43x8 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 0- 9 - 0 1- 4 - 8 1- 0 - 5 1- 4 - 8 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-10-8 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=157/0-3-0, 3=35/Mechanical, 4=15/Mechanical Max Horz 5=42(LC 6) Max Uplift5=-41(LC 4), 3=-13(LC 6) Max Grav 5=157(LC 1), 3=35(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) 5, 3. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss J16 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479757 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4dlXmAv6T7SPotopddb8G0ACqtvNK5Gk4Q?yJazBw4I Scale = 1:11.6 1 2 5 3 4 3x8 2-7-13 2-7-13 -1-5-0 1-5-0 2-7-13 2-7-13 0- 9 - 0 1- 4 - 8 0- 3 - 1 5 1- 0 - 9 1- 4 - 8 2.83 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.16 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-7-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=218/0-3-14, 3=51/Mechanical, 4=20/Mechanical Max Horz 5=41(LC 6) Max Uplift5=-64(LC 4), 3=-15(LC 6) Max Grav 5=218(LC 1), 3=51(LC 1), 4=45(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. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss M01 Truss Type Monopitch Qty 6 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479758 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YpJw_WwlERaGQ1N0BL7NpDiGPHCD3YWtJ4lVr0zBw4H Scale = 1:22.1 1 2 3 5 4 3x8 3x6 3x8 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0- 9 - 0 2- 9 - 0 4.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [4:Edge,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.00 (loc) 4-5 4-5 4 l/defl >999 >849 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=223/Mechanical, 5=306/0-3-8 Max Horz 5=85(LC 5) Max Uplift4=-25(LC 6), 5=-52(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-267/155 NOTES-(5-6) 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss M02 Truss Type Monopitch Qty 9 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479759 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YpJw_WwlERaGQ1N0BL7NpDiGGHAn3TztJ4lVr0zBw4H Scale = 1:31.3 1 2 3 4 7 6 5 3x4 3x4 4x8 3x4 2x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0- 9 - 0 4- 1 - 0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=386/Mechanical, 7=463/0-3-0 Max Horz 7=130(LC 5) Max Uplift5=-43(LC 6), 7=-61(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/108, 2-7=-391/147 BOT CHORD 6-7=-82/490, 5-6=-82/490 WEBS 3-5=-505/143 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, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss M03 Truss Type Monopitch Qty 7 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479760 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YpJw_WwlERaGQ1N0BL7NpDiGGHAn3TztJ4lVr0zBw4H Scale = 1:31.3 1 2 3 4 7 6 5 3x4 3x4 4x8 3x4 2x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0- 9 - 0 4- 1 - 0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=386/Mechanical, 7=463/0-3-0 Max Horz 7=130(LC 5) Max Uplift5=-43(LC 6), 7=-61(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/108, 2-7=-392/147 BOT CHORD 6-7=-82/490, 5-6=-82/490 WEBS 3-5=-505/143 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, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss M04 Truss Type Monopitch Qty 2 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479761 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YpJw_WwlERaGQ1N0BL7NpDiGGHAn3TztJ4lVr0zBw4H Scale = 1:31.3 1 2 3 4 7 6 5 3x4 3x4 4x8 3x4 2x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 0- 9 - 0 4- 1 - 0 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.63 0.36 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=386/Mechanical, 7=463/0-3-0 Max Horz 7=130(LC 5) Max Uplift5=-43(LC 6), 7=-61(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/108, 2-7=-392/147 BOT CHORD 6-7=-82/490, 5-6=-82/490 WEBS 3-5=-505/143 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, 7. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479762 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-0?tIBsxN?li71ByCk2ecLRFOphOIoqP1XkU2NTzBw4G Scale = 1:29.9 1 2 3 4 6 57 8 9 10 11 3x6 4x6 5x6 3x8 4x8 3x8 4-10-9 4-10-9 10-0-0 5-1-7 -1-0-0 1-0-0 4-10-9 4-10-9 10-0-0 5-1-7 0- 9 - 0 4- 1 - 0 4.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-2] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.77 0.86 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 2-6 2-6 5 l/defl >999 >847 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 2x6 SP No.1 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS.(lb/size) 5=1259/Mechanical, 2=1414/0-3-0 Max Horz 2=122(LC 10) Max Uplift5=-170(LC 5), 2=-190(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2275/264 BOT CHORD 2-7=-258/2065, 7-8=-258/2065, 8-9=-258/2065, 6-9=-258/2065, 6-10=-258/2065, 10-11=-258/2065, 5-11=-258/2065 WEBS 3-6=-112/1330, 3-5=-2153/297 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; 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) except (jt=lb) 5=170, 2=190. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 lb down and 49 lb up at 1-11-4, 366 lb down and 47 lb up at 3-1-4, 366 lb down and 49 lb up at 4-3-4, and 366 lb down and 54 lb up at 6-3-4, and 366 lb down and 60 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-362 8=-366 9=-366 10=-366 11=-366 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss PB01 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479763 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-0?tIBsxN?li71ByCk2ecLRFXRha1o?51XkU2NTzBw4G Scale = 1:18.3 2 3 4 5 6 7 10 9 1 8 3x4 4x6 2x4 2x4 2x4 2x4 2x4 9-5-0 9-5-0 1-10-8 1-10-8 7-6-8 5-8-0 9-5-0 1-10-8 1- 3 - 0 0- 1 - 4 0- 1 - 8 1- 1 - 8 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [6:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=25(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 7, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 7, 9 except 10=325(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 7, 9, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss PB02 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479764 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-UCQgOCx?l2q_fKXOIm9rueoiM5v1XSnAmOEcwvzBw4F Scale = 1:22.3 2 3 4 5 7 1 6 3x4 3x4 3x4 2x4 4x6 9-5-0 9-5-0 4-1-8 4-1-8 5-3-8 1-2-0 9-5-0 4-1-8 2- 9 - 0 0- 1 - 4 0- 1 - 8 2- 7 - 8 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.21 0.18 0.02 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-61(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-157(LC 10), 6=-143(LC 11), 2=-153(LC 6), 5=-127(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7 except 2=468(LC 10), 5=435(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/84, 4-5=-263/83 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 1, 143 lb uplift at joint 6, 153 lb uplift at joint 2 and 127 lb uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss PB03 Truss Type GABLE Qty 5 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479765 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-UCQgOCx?l2q_fKXOIm9rueohP5vKXSUAmOEcwvzBw4F Scale = 1:26.2 2 3 4 6 1 5 4x6 3x4 3x4 2x4 9-5-0 9-5-0 4-8-8 4-8-8 9-5-0 4-8-8 3- 1 - 1 1 0- 1 - 4 0- 1 - 8 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.17 0.03 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: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-69(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-209(LC 1), 5=-209(LC 1), 2=-177(LC 6), 4=-167(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=441(LC 1), 4=441(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 209 lb uplift at joint 1, 209 lb uplift at joint 5, 177 lb uplift at joint 2 and 167 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss PB04 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479766 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-yO_2cYydWMyrHU6bsTg4QsKuTVE5Gv1K?2z9SLzBw4E Scale = 1:21.4 2 3 4 5 7 1 6 3x4 3x4 2x4 2x4 4x6 9-5-0 9-5-0 3-10-11 3-10-11 5-6-5 1-7-10 9-5-0 3-10-11 2- 7 - 2 0- 1 - 4 0- 1 - 8 2- 5 - 1 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [4:0-4-4,0-2-4], [5:0-4-2,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.18 0.20 0.01 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: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-57(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except 1=-137(LC 10), 6=-120(LC 11), 2=-137(LC 6), 5=-116(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7 except 2=450(LC 10), 5=408(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/93, 4-5=-273/92 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 1, 120 lb uplift at joint 6, 137 lb uplift at joint 2 and 116 lb uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss PB05 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479767 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-yO_2cYydWMyrHU6bsTg4QsKtwVGPGvaK?2z9SLzBw4E Scale = 1:18.3 2 3 4 5 6 7 10 9 1 8 3x4 4x6 2x4 2x4 2x4 2x4 2x4 9-5-0 9-5-0 1-7-11 1-7-11 7-9-5 6-1-10 9-5-0 1-7-11 1- 1 - 2 0- 1 - 4 0- 1 - 8 0- 1 1 - 1 0 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [6:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-5-0. (lb) - Max Horz 1=-22(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 2, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 2, 9 except 10=329(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 2, 9, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T01 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479768 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-QaYQpuzFHg4iuehnQABJz3tyPuXu?GkTDiji_nzBw4D Scale = 1:51.8 1 2 3 4 5 6 12 11 10 9 8 7 8x14 MT18HS 8x14 MT18HS 12x12 3x4 3x8 2x4 3x8 3x8 12x12 6-10-8 6-10-8 11-11-8 5-1-0 17-0-8 5-1-0 23-11-0 6-10-8 -1-0-0 1-0-0 6-10-8 6-10-8 11-11-8 5-1-0 17-0-8 5-1-0 23-11-0 6-10-8 1- 1 - 0 5- 6 - 2 5- 8 - 0 1- 1 - 0 5- 6 - 2 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-10-2], [3:0-1-11,0-4-4], [5:0-1-11,0-4-4], [6: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) 0.56 0.35 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.03 (loc) 11-12 11-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 95 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12,6-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-1 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=1015/0-5-8, 7=943/Mechanical Max Horz 12=144(LC 5) Max Uplift12=-55(LC 6), 7=-19(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/135, 3-4=-908/156, 4-5=-912/156, 5-6=-1197/135, 2-12=-940/152, 6-7=-868/114 BOT CHORD 11-12=-140/347, 10-11=-104/1088, 9-10=-104/1088, 8-9=-104/1088, 7-8=-79/385 WEBS 3-11=0/333, 4-11=-343/123, 4-8=-340/123, 5-8=0/333, 2-11=-130/586, 6-8=-142/573 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 12%, joint 2 = 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) 12, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T02 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479769 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-QaYQpuzFHg4iuehnQABJz3tyGuY2?ITTDiji_nzBw4D Scale = 1:57.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 5x6 5x8 6x6 3x4 3x4 3x6 3x6 3x4 3x8 3x6 3x6 3x4 4x6 4-8-0 4-8-0 9-1-8 4-5-8 14-9-8 5-8-0 19-3-0 4-5-8 23-11-0 4-8-0 4-8-0 4-8-0 9-1-8 4-5-8 14-9-8 5-8-0 19-3-0 4-5-8 23-11-0 4-8-0 24-11-0 1-0-0 1- 1 - 0 7- 0 - 2 7- 2 - 0 1- 1 - 0 7- 0 - 2 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-2-0,0-3-0], [4:0-3-3,Edge], [6:0-3-0,0-1-12], [9:0-2-8,0-1-8], [13:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.28 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.03 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-10: 2x4 SPF No.2, 1-14,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS.(lb/size) 14=943/Mechanical, 8=1015/0-5-8 Max Horz 14=-179(LC 4) Max Uplift14=-30(LC 6), 8=-66(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1177/116, 2-3=-1019/156, 3-4=-801/160, 4-5=-1017/156, 5-6=-1170/116, 1-14=-887/92, 6-8=-959/131 BOT CHORD 12-13=-62/914, 11-12=-62/914, 10-11=-37/801, 9-10=0/907 WEBS 3-11=0/283, 4-10=0/281, 1-13=0/723, 6-9=0/752 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) 14, 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T03 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479770 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-um6p1E_t2zCZWoGzzuiYWHP40IumkjzcSMSGXEzBw4C Scale = 1:68.0 1 2 3 4 5 6 13 12 11 10 9 8 7 6x6 4x8 4x6 5x8 3x4 3x4 3x6 3x4 3x4 3x8 3x6 3x4 3x4 5-9-8 5-9-8 11-4-8 5-7-0 12-6-8 1-2-0 18-1-8 5-7-0 23-11-0 5-9-8 5-9-8 5-9-8 11-4-8 5-7-0 12-6-8 1-2-0 18-1-8 5-7-0 23-11-0 5-9-8 1- 1 - 0 8- 8 - 0 1- 1 - 0 8- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3:0-5-12,0-2-0], [4:0-3-12,0-2-0], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.31 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.11 0.03 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-10,3-9,4-9: 2x4 SPF No.2, 1-13,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size) 13=945/Mechanical, 7=945/0-5-8 Max Horz 13=-204(LC 4) Max Uplift13=-37(LC 6), 7=-37(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1201/114, 2-3=-916/161, 3-4=-689/171, 4-5=-919/161, 5-6=-1200/114, 1-13=-882/93, 6-7=-881/93 BOT CHORD 12-13=-188/266, 11-12=-45/922, 10-11=-45/922, 9-10=0/684, 8-9=-4/920, 7-8=-44/268 WEBS 2-10=-330/116, 3-10=-28/257, 4-9=-48/311, 5-9=-324/116, 1-12=0/665, 6-8=0/660 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) 13, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T04 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479771 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-um6p1E_t2zCZWoGzzuiYWHP5UIjDkbScSMSGXEzBw4C Scale = 1:84.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 6x10 3x6 6x10 3x4 2x4 3x6 6x10 2x4 2x4 3x8 MT18HS 6x6 4x10 5x12 3x6 8x10 3x6 2x4 3x8 2x4 5x8 3x6 3x6 4x6 4x6 3x6 4x6 3x6 3x16 MT18HS 1-4-0 1-4-0 2-5-8 1-1-8 6-10-8 4-5-0 12-5-8 5-7-0 19-1-14 6-8-6 25-9-0 6-7-2 32-4-2 6-7-2 39-0-8 6-8-6 42-4-8 3-4-0 45-11-0 3-6-8 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 6-10-8 4-5-0 12-5-8 5-7-0 19-1-14 6-8-6 25-9-0 6-7-2 32-4-2 6-7-2 39-0-8 6-8-6 42-4-8 3-4-0 45-11-0 3-6-8 46-11-0 1-0-0 1- 1 - 0 5- 8 - 0 1- 1 - 0 0- 8 - 0 5- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-5-12,0-1-4], [7:0-2-8,0-1-8], [12:0-6-0,0-1-8], [14:0-3-0,0-1-8], [17:0-2-8,0-2-0], [18:0-2-8,0-1-8], [25:0-3-8,0-3-4], [26:0-2-8,0-1-8], [27:0-6-0 ,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.66 0.99 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.85 0.30 (loc) 22-23 22-23 16 l/defl >999 >644 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 23-25,9-23,9-19,12-19: 2x4 SPF No.2, 2-30,14-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-9 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 9-5-3 oc bracing: 26-27 2-2-0 oc bracing: 22-23,19-22. WEBS 1 Row at midpt 9-23, 9-19 REACTIONS.(lb/size) 30=1892/0-3-8, 16=1893/0-3-8 Max Horz 30=-136(LC 4) Max Uplift30=-161(LC 5), 16=-161(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1536/156, 3-4=-2840/348, 4-5=-2785/347, 5-6=-3506/495, 6-7=-3501/497, 7-8=-3810/511, 8-9=-3810/511, 9-10=-3260/447, 10-11=-3260/447, 11-12=-3261/447, 12-13=-2412/303, 13-14=-2254/233, 2-30=-1796/199, 14-16=-1824/214 BOT CHORD 26-27=-387/2429, 25-26=-325/2266, 22-23=-512/3853, 21-22=-512/3853, 20-21=-512/3853, 19-20=-512/3853, 18-19=-172/1988, 17-18=-132/1812 WEBS 6-25=-367/160, 3-29=-1665/232, 27-29=-260/1406, 3-27=-219/1614, 5-26=0/256, 5-25=-312/1661, 23-25=-520/3731, 7-25=-425/108, 9-22=0/252, 9-19=-794/148, 10-19=-405/169, 12-19=-288/1665, 13-18=-124/320, 13-17=-402/69, 2-29=-98/1259, 14-17=-129/1666 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 30=161, 16=161. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T05 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479772 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-MzgBEa_WpHKQ8yqAXbDn2UyFVi6bT1Umh0Cp3gzBw4B Scale = 1:93.4 12 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 6x8 3x6 6x8 3x4 2x4 3x6 5x12 2x4 2x4 3x8 MT18HS 5x6 4x10 5x12 3x6 5x12 3x6 2x4 3x8 2x4 4x8 3x6 3x6 3x8 4x6 3x6 5x6 3x6 1-4-0 1-4-0 2-5-8 1-1-8 9-1-8 6-8-0 12-5-8 3-4-0 18-7-2 6-1-10 24-7-8 6-0-6 30-7-14 6-0-6 36-9-8 6-1-10 41-3-0 4-5-8 45-11-0 4-8-0 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 9-1-8 6-8-0 12-5-8 3-4-0 18-7-2 6-1-10 24-7-8 6-0-6 30-7-14 6-0-6 36-9-8 6-1-10 41-3-0 4-5-8 45-11-0 4-8-0 46-11-0 1-0-0 1- 1 - 0 7- 2 - 0 1- 1 - 0 0- 8 - 0 7- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-1-12], [5:0-4-12,0-1-12], [7:0-2-8,0-1-8], [11:0-4-8,0-1-12], [13:0-3-0,0-1-12], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [24:0-4-12,0-2-8], [25:0-2-8,0-1-8], [26:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.71 0.78 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.59 0.27 (loc) 21-22 21-22 15 l/defl >999 >921 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 217 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-24,9-22,9-19,11-19: 2x4 SPF No.2, 2-29,13-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-1 max.): 5-11. BOT CHORD Structural wood sheathing directly applied or 9-1-10 oc bracing. WEBS 1 Row at midpt 7-24, 9-22, 9-19 REACTIONS.(lb/size) 29=1892/0-3-8, 15=1893/0-3-8 Max Horz 29=-171(LC 4) Max Uplift29=-112(LC 5), 15=-112(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1532/148, 3-4=-2855/292, 4-5=-2709/281, 5-6=-2648/330, 6-7=-2644/331, 7-8=-2947/366, 8-9=-2947/366, 9-10=-2711/344, 10-11=-2711/343, 11-12=-2400/288, 12-13=-2395/233, 2-29=-1797/194, 13-15=-1824/214 BOT CHORD 25-26=-400/2523, 24-25=-279/2162, 21-22=-352/3036, 20-21=-352/3036, 19-20=-352/3036, 18-19=-120/1944, 17-18=-120/1944, 16-17=-85/1920 WEBS 6-24=-271/143, 3-28=-1629/198, 26-28=-255/1384, 3-26=-242/1763, 4-25=-376/188, 5-25=0/309, 5-24=-259/1108, 22-24=-364/2891, 7-24=-495/141, 9-19=-537/118, 10-19=-374/159, 11-19=-231/1205, 12-16=-265/72, 2-28=-58/1226, 13-16=-87/1701 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 29=112, 15=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T06 Truss Type HIP Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479773 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-r9EZSw?8abSHl6PM5Jl0biVNB6UlCXWvwgxNb6zBw4A Scale = 1:103.5 12 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 5x10 MT18HS 3x6 5x8 3x4 2x4 3x6 3x6 2x4 3x6 5x6 4x8 6x8 4x8 5x12 5x12 3x6 2x4 3x8 3x8 3x6 3x8 4x6 3x6 6x6 3x6 1-4-0 1-4-0 2-5-8 1-1-8 11-4-8 8-11-0 12-5-8 1-1-0 19-10-4 7-4-12 27-1-12 7-3-8 34-6-8 7-4-12 40-1-8 5-7-0 45-11-0 5-9-8 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 11-4-8 8-11-0 12-5-8 1-1-0 19-10-4 7-4-12 27-1-12 7-3-8 34-6-8 7-4-12 40-1-8 5-7-0 45-11-0 5-9-8 46-11-0 1-0-0 1- 1 - 0 8- 8 - 0 1- 1 - 0 0- 8 - 0 8- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-3-0,0-1-12], [5:0-6-0,0-1-8], [10:0-5-4,0-2-4], [15:0-2-8,0-1-8], [22:0-6-12,0-2-8], [24:0-5-8,0-3-0] 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 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.90 0.66 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.59 0.24 (loc) 23-24 23-24 14 l/defl >999 >920 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 235 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-24: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-21,4-23,7-22,7-20,9-20,9-18,9-16,10-16: 2x4 SPF No.2 2-27,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-13 max.): 5-10. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-23, 7-22, 7-20, 9-20, 9-16, 6-23 REACTIONS.(lb/size) 27=1894/0-3-8, 14=1894/0-3-8 Max Horz 27=-207(LC 4) Max Uplift27=-64(LC 6), 14=-64(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1528/140, 3-4=-2876/244, 4-5=-2634/268, 5-6=-2087/282, 6-7=-2159/299, 7-8=-2482/337, 8-9=-2482/337, 9-10=-1883/281, 10-11=-2338/292, 11-12=-2475/236, 2-27=-1821/189, 12-14=-1825/214 BOT CHORD 23-24=-410/2628, 22-23=-254/2147, 19-20=-210/2440, 18-19=-210/2440, 17-18=-210/2440, 16-17=-210/2440, 15-16=-73/1975, 14-15=-11/282 WEBS 4-24=-330/218, 6-22=-183/581, 3-26=-1600/158, 24-26=-246/1366, 3-24=-275/1922, 4-23=-580/293, 5-23=-220/1126, 20-22=-244/2372, 7-22=-568/178, 9-18=0/282, 9-16=-931/211, 10-16=-39/871, 12-15=-63/1713, 2-26=-34/1244, 6-23=-873/438 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 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) 27, 14. 8) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T07 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479774 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-JLoxfF0mLua8NF_Yf0GF7v1eGWq4x0538Khw7ZzBw49 Scale = 1:103.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 4x6 6x8 3x6 5x8 3x6 3x4 2x4 3x6 2x4 2x4 3x6 6x6 4x10 5x12 3x6 3x6 4x10 5x12 4x8 2x4 2x4 3x8 3x8 3x6 3x8 4x6 3x6 6x6 3x6 1-4-0 1-4-0 2-5-8 1-1-8 7-5-8 5-0-0 12-5-8 5-0-0 13-7-8 1-2-0 19-10-9 6-3-1 26-0-7 6-1-13 32-3-8 6-3-1 39-0-0 6-8-8 45-11-0 6-11-0 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 7-5-8 5-0-0 12-5-8 5-0-0 13-7-8 1-2-0 19-10-9 6-3-1 26-0-7 6-1-13 32-3-8 6-3-1 39-0-0 6-8-8 45-11-0 6-11-0 46-11-0 1-0-0 1- 1 - 0 10 - 2 - 0 1- 1 - 0 0- 8 - 0 10 - 2 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-1-10,Edge], [8:0-5-8,0-1-12], [12:0-4-12,0-2-0], [18:0-2-8,0-1-8], [24:0-3-8,0-2-0], [26:0-3-4,0-3-0], [27:0-2-8,0-1-8], [28:0-6-0,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.56 0.66 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.44 0.23 (loc) 21-23 21-23 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 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* 5-29,3-30,28-30,3-28,5-27,6-27,6-26,24-26,13-18,2-30,15-18: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 8-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-25, 8-24, 9-23, 10-23, 10-19, 13-19 REACTIONS.(lb/size) 31=1892/0-3-8, 17=1893/0-3-8 Max Horz 31=-242(LC 4) Max Uplift31=-78(LC 6), 17=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1540/139, 3-4=-2842/219, 4-5=-2811/221, 5-6=-2768/257, 6-7=-2439/305, 7-8=-2291/357, 8-9=-2087/321, 9-10=-2087/321, 10-11=-1791/294, 11-12=-1792/293, 12-13=-2251/298, 13-14=-2398/237, 14-15=-2517/214, 2-31=-1799/184, 15-17=-1812/216 BOT CHORD 30-31=-225/256, 27-28=-328/2448, 26-27=-213/2241, 23-24=-163/1780, 22-23=-124/2087, 21-22=-124/2087, 20-21=-124/2087, 19-20=-124/2087, 18-19=-59/1997, 17-18=-31/412 WEBS 3-30=-1647/148, 28-30=-256/1404, 3-28=-150/1643, 6-27=0/259, 6-26=-420/119, 24-26=-172/1939, 8-26=-153/1212, 8-24=-714/140, 8-23=-180/674, 9-23=-375/155, 10-19=-678/194, 12-19=-31/788, 13-19=-289/142, 2-30=-66/1246, 15-18=-30/1597 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 15 = 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) 31, 17. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T08 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479775 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-nYLJsb1O6Ci_?PZkCknUg7amcvB5gViCN_QTg?zBw48 Scale = 1:111.7 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x6 5x10 MT18HS 5x10 MT18HS 3x6 3x8 3x6 3x6 3x8 3x8 2x4 3x8 3x8 3x6 3x8 4x10 3x8 4x10 3x6 3x6 8-0-8 8-0-8 15-10-8 7-10-0 22-11-8 7-1-0 30-0-8 7-1-0 37-10-8 7-10-0 45-11-0 8-0-8 -1-0-0 1-0-0 8-0-8 8-0-8 15-10-8 7-10-0 22-11-8 7-1-0 30-0-8 7-1-0 37-10-8 7-10-0 45-11-0 8-0-8 46-11-0 1-0-0 1- 1 - 0 11 - 8 - 0 1- 1 - 0 11 - 8 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-8], [7:0-6-0,0-1-8], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.72 0.61 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.13 (loc) 16 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 230 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-20,8-13,2-20,10-13: 2x3 SPF No.2, 2-21,10-12: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-2 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-18, 6-15, 8-15 REACTIONS.(lb/size) 21=1892/0-3-8, 12=1892/0-3-8 Max Horz 21=-277(LC 4) Max Uplift21=-90(LC 6), 12=-90(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2506/207, 3-4=-2370/233, 4-5=-2138/298, 5-6=-1678/300, 6-7=-1678/300, 7-8=-2138/298, 8-9=-2370/233, 9-10=-2506/207, 2-21=-1805/220, 10-12=-1805/220 BOT CHORD 20-21=-270/485, 19-20=-147/1974, 18-19=-147/1974, 17-18=-76/1838, 16-17=-76/1838, 15-16=-76/1838, 14-15=-39/1974, 13-14=-39/1974, 12-13=-48/485 WEBS 4-18=-400/164, 5-18=-8/678, 6-18=-458/189, 6-16=0/260, 6-15=-458/189, 7-15=-8/678, 8-15=-400/164, 2-20=0/1499, 10-13=0/1499 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479776 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Fkvh4x10tWqrcZ8xmRIjDK7ztJT0PxwMceA1CRzBw47 Scale = 1:103.0 12 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 3x6 6x10 5x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x6 3x6 3x8 3x6 3x8 3x6 3x6 3x6 3x8 6x6 3x6 5x6 3x6 7-4-6 7-4-6 14-6-3 7-1-14 18-6-3 4-0-0 20-3-0 1-8-13 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-0 1-0-0 7-4-6 7-4-6 14-6-3 7-1-14 18-6-3 4-0-0 20-3-0 1-8-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 46-11-0 1-0-0 1- 1 - 0 10 - 9 - 2 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-6-8,0-1-12], [7:0-3-8,0-2-8], [9:0-3-8,0-2-8], [13:0-3-0,0-1-12], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [24:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.62 0.82 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.59 0.14 (loc) 19-20 19-20 15 l/defl >999 >920 n/a L/d 240 180 n/a PLATES MT20 Weight: 268 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* 4-24,10-17,11-17,11-16,2-24,13-16: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-4 max.): 5-6, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-23, 6-21, 6-20, 8-20, 8-19, 10-19 REACTIONS.(lb/size) 25=1894/0-3-8, 15=1894/0-3-8 Max Horz 25=282(LC 5) Max Uplift25=-112(LC 6), 15=-89(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2529/205, 3-4=-2313/230, 4-5=-2214/293, 5-6=-1895/301, 6-7=-2092/331, 7-8=-1788/305, 8-9=-1662/296, 9-10=-2076/311, 10-11=-2352/273, 11-12=-2368/215, 12-13=-2465/197, 2-25=-1810/212, 13-15=-1822/200 BOT CHORD 24-25=-265/449, 23-24=-95/2002, 22-23=-46/1745, 21-22=-46/1745, 20-21=-25/1901, 19-20=-1/1773, 18-19=-1/1885, 17-18=-1/1885, 16-17=-57/1970, 15-16=-12/303 WEBS 4-23=-348/144, 5-23=-11/425, 5-21=-160/504, 6-21=-515/125, 6-20=-699/187, 7-20=-92/842, 8-19=-445/183, 9-19=-66/785, 10-19=-429/159, 2-24=-10/1564, 13-16=-49/1689 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 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 25=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479777 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Fkvh4x10tWqrcZ8xmRIjDK7tDJTCPxmMceA1CRzBw47 Scale = 1:102.3 12 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 3x6 5x8 5x6 5x6 5x6 3x6 3x6 3x6 3x6 4x6 3x6 3x6 3x6 3x6 3x8 3x6 3x8 3x6 3x6 3x6 3x8 5x6 3x6 6x6 3x6 4-2-12 4-2-12 8-2-15 4-0-4 12-3-3 4-0-4 16-3-3 4-0-0 20-3-0 3-11-13 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-0 1-0-0 4-2-12 4-2-12 8-2-15 4-0-4 12-3-3 4-0-4 16-3-3 4-0-0 20-3-0 3-11-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1- 1 - 0 9- 3 - 2 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-12,0-2-0], [8:0-3-0,0-2-3], [10:0-3-8,0-2-8], [16:0-2-8,0-1-8], [17:0-2-8,0-1-8], [24:0-2-8,0-1-8], [25:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.81 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.63 0.15 (loc) 19-20 19-20 15 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 Weight: 261 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-25,4-24,5-24,5-23,11-17,12-17,12-16,2-25,14-16: 2x3 SPF No.2 2-26,14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-5 max.): 6-7, 8-10. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 7-20, 9-20, 9-19, 11-19 REACTIONS.(lb/size) 26=1895/0-3-8, 15=1824/Mechanical Max Horz 26=291(LC 5) Max Uplift26=-112(LC 6), 15=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2357/190, 3-4=-2279/204, 4-5=-2411/256, 5-6=-2257/293, 6-7=-2114/297, 7-8=-2188/329, 8-9=-1788/305, 9-10=-1664/295, 10-11=-2079/311, 11-12=-2356/273, 12-13=-2378/215, 13-14=-2473/196, 2-26=-1829/194, 14-15=-1753/161 BOT CHORD 25-26=-261/308, 24-25=-134/1896, 23-24=-93/1952, 22-23=-66/1827, 21-22=-66/1827, 20-21=-42/2125, 19-20=-10/1775, 18-19=-35/1888, 17-18=-35/1888, 16-17=-91/1979, 15-16=-45/333 WEBS 4-25=-307/68, 6-23=-39/328, 6-21=-74/727, 7-21=-628/95, 7-20=-832/176, 8-20=-87/887, 9-19=-444/184, 10-19=-65/787, 11-19=-432/160, 2-25=-77/1720, 14-16=-49/1667 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) 15 except (jt=lb) 26=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479778 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-jwT4HH2eepyiEjj7K9pylYf2zjoB8O2VqIvaktzBw46 Scale = 1:101.1 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x8 5x8 5x8 5x6 3x6 3x6 3x6 3x6 3x8 3x6 5x6 3x8 3x6 3x8 3x6 3x6 3x6 3x8 5x6 3x6 6x6 3x6 5-1-5 5-1-5 10-0-3 4-10-13 14-0-3 4-0-0 20-3-0 6-2-13 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-0 1-0-0 5-1-5 5-1-5 10-0-3 4-10-13 14-0-3 4-0-0 20-3-0 6-2-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1- 1 - 0 7- 7 - 4 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-2-8,0-3-0], [5:0-4-0,0-1-15], [6:0-4-12,0-2-0], [8:0-3-8,0-2-8], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:0-2-8,0-1-8], [22:0-2-8 ,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.89 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.62 0.15 (loc) 17-18 17-18 13 l/defl >999 >877 n/a L/d 240 180 n/a PLATES MT20 Weight: 240 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* 5-18,6-18,7-18,7-17,8-17,9-17: 2x4 SPF No.2 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-11 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 5-18, 7-18, 7-17, 9-17 REACTIONS.(lb/size) 23=1895/0-3-8, 13=1824/Mechanical Max Horz 23=291(LC 5) Max Uplift23=-112(LC 6), 13=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2437/214, 3-4=-2384/270, 4-5=-2392/297, 5-6=-2254/315, 6-7=-1795/307, 7-8=-1664/295, 8-9=-2078/310, 9-10=-2357/273, 10-11=-2378/214, 11-12=-2473/195, 2-23=-1825/199, 12-13=-1753/161 BOT CHORD 22-23=-263/317, 21-22=-128/1953, 20-21=-79/1931, 19-20=-88/2403, 18-19=-88/2403, 17-18=-9/1773, 16-17=-34/1888, 15-16=-34/1888, 14-15=-91/1979, 13-14=-45/333 WEBS 4-20=-88/987, 5-20=-793/132, 5-18=-947/177, 6-18=-48/837, 7-17=-440/182, 8-17=-61/781, 9-17=-432/159, 2-22=-66/1712, 12-14=-49/1667 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) 13 except (jt=lb) 23=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479779 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-B71SVd3GP74ZstIJusKBIlCDj78gtmUe3yf8GKzBw45 Scale = 1:106.6 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x10 5x12 5x10 MT18HS 5x6 3x6 3x6 3x8 MT18HS 3x6 4x6 3x6 5x6 3x8 3x6 3x8 3x6 3x6 3x6 3x8 4x6 3x6 6x6 3x6 3-11-13 3-11-13 7-9-3 3-9-5 11-9-3 4-0-0 20-3-0 8-5-13 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-0 1-0-0 3-11-13 3-11-13 7-9-3 3-9-5 11-9-3 4-0-0 20-3-0 8-5-13 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1- 1 - 0 6- 1 - 4 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-6-0,0-1-15], [6:0-6-0,0-1-8], [8:0-3-4,0-2-4], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-2-8], [21:0-2-8,0-1-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.87 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.59 0.16 (loc) 17-18 17-18 13 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 235 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,6-18,7-18,7-17,8-17,9-17: 2x4 SPF No.2 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-8 max.): 4-5, 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS.(lb/size) 23=1895/0-3-8, 13=1824/Mechanical Max Horz 23=291(LC 5) Max Uplift23=-112(LC 6), 13=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2330/202, 3-4=-2422/253, 4-5=-2724/304, 5-6=-2309/302, 6-7=-1808/310, 7-8=-1664/295, 8-9=-2077/309, 9-10=-2357/272, 10-11=-2378/213, 11-12=-2473/195, 2-23=-1830/192, 12-13=-1752/161 BOT CHORD 22-23=-259/295, 21-22=-137/1877, 20-21=-92/1978, 19-20=-140/2742, 18-19=-140/2742, 17-18=-8/1771, 16-17=-33/1888, 15-16=-33/1888, 14-15=-90/1979, 13-14=-45/333 WEBS 3-22=-335/74, 4-20=-125/1349, 5-20=-998/190, 5-18=-1142/199, 6-18=0/749, 7-17=-435/176, 8-17=-56/771, 9-17=-434/158, 2-22=-85/1720, 12-14=-48/1667 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 12%, joint 6 = 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) 13 except (jt=lb) 23=112. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479780 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-fJbqiz4vARCQT1tWRZrQqzlOSXUTcIooIcOhpmzBw44 Scale = 1:101.1 12 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 6x8 5x8 5x6 5x6 3x6 3x4 3x6 3x6 3x8 3x6 5x6 4x6 3x6 3x8 3x6 3x8 3x6 3x6 3x6 3x8 4x6 3x6 6x6 3x6 2-10-5 2-10-5 5-6-3 2-7-13 9-6-3 4-0-0 14-10-10 5-4-6 20-3-0 5-4-6 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-0 1-0-0 2-10-5 2-10-5 5-6-3 2-7-13 9-6-3 4-0-0 14-10-10 5-4-6 20-3-0 5-4-6 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1- 1 - 0 4- 7 - 4 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-2-8,0-3-0], [5:0-4-0,0-1-15], [7:0-3-8,0-2-8], [9:0-3-8,0-2-8], [15:0-2-8,0-1-8], [16:0-2-8,0-1-8], [21:0-2-8,0-2-0], [22:0-2-8,0-2-8], [23:0-2-8 ,0-1-8], [24:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.83 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.68 0.17 (loc) 18-19 18-19 14 l/defl >999 >808 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 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* 6-19,7-19,8-19,8-18,9-18,10-18: 2x4 SPF No.2 2-25,13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-12 max.): 4-5, 7-9. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-19, 8-19, 8-18, 10-18 REACTIONS.(lb/size) 25=1895/0-3-8, 14=1824/Mechanical Max Horz 25=291(LC 5) Max Uplift25=-112(LC 6), 14=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2130/183, 3-4=-2392/234, 4-5=-3090/300, 5-6=-2850/308, 6-7=-2230/321, 7-8=-1789/303, 8-9=-1664/293, 9-10=-2079/308, 10-11=-2357/271, 11-12=-2378/213, 12-13=-2473/194, 2-25=-1827/187, 13-14=-1753/160 BOT CHORD 24-25=-258/283, 23-24=-150/1716, 22-23=-116/1995, 21-22=-180/3118, 20-21=-66/2290, 19-20=-66/2290, 18-19=-10/1774, 17-18=-33/1888, 16-17=-33/1888, 15-16=-90/1979, 14-15=-45/333 WEBS 3-24=-502/64, 3-23=-28/394, 4-22=-128/1648, 5-22=-1146/159, 5-21=-1068/148, 6-21=-38/771, 6-19=-904/178, 7-19=-71/872, 8-18=-443/184, 9-18=-62/786, 10-18=-432/160, 2-24=-89/1634, 13-15=-47/1667 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) 14 except (jt=lb) 25=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479781 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-fJbqiz4vARCQT1tWRZrQqzlOSXSrcE1oIcOhpmzBw44 Scale = 1:101.0 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 5x8 5x6 5x8 5x6 3x6 3x4 3x6 3x8 5x8 3x6 3x6 3x8 3x6 3x8 3x6 3x6 3x6 3x8 4x6 3x6 6x6 3x6 3-3-3 3-3-3 7-3-3 4-0-0 13-9-2 6-5-15 20-3-0 6-5-15 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-0 1-0-0 3-3-3 3-3-3 7-3-3 4-0-0 13-9-2 6-5-15 20-3-0 6-5-15 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1- 1 - 0 3- 3 - 2 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-6-0,0-2-0], [6:0-5-4,0-2-4], [8:0-3-8,0-2-8], [14:0-2-8,0-1-8], [15:0-2-8,0-1-8], [20:0-2-8,0-1-8], [21:0-2-8,0-2-8], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.98 1.00 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.71 0.18 (loc) 17-18 17-18 13 l/defl >999 >770 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 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* 5-18,6-18,7-18,7-17,8-17,9-17: 2x4 SPF No.2 2-23,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-6 max.): 3-4, 6-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 4-20, 5-18, 7-18, 7-17, 9-17 REACTIONS.(lb/size) 23=1895/0-3-8, 13=1824/Mechanical Max Horz 23=291(LC 5) Max Uplift23=-112(LC 6), 13=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2250/194, 3-4=-3692/325, 4-5=-3022/296, 5-6=-2256/313, 6-7=-1792/304, 7-8=-1664/293, 8-9=-2079/307, 9-10=-2357/270, 10-11=-2378/212, 11-12=-2473/193, 2-23=-1843/194, 12-13=-1753/160 BOT CHORD 22-23=-263/305, 21-22=-139/1804, 20-21=-250/3739, 19-20=-88/2436, 18-19=-88/2436, 17-18=-10/1774, 16-17=-32/1888, 15-16=-32/1888, 14-15=-89/1979, 13-14=-45/333 WEBS 3-22=-396/55, 3-21=-184/2369, 4-21=-1337/183, 4-20=-1432/178, 5-20=0/726, 5-18=-970/182, 6-18=-51/836, 7-17=-440/182, 8-17=-60/783, 9-17=-432/159, 2-22=-88/1735, 12-14=-47/1667 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) 13 except (jt=lb) 23=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479782 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 29 09:01:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-cPaOf4?QsyfbNwvCzFcM?eKjkZm_sD6w2oVBj5zBhPE Scale = 1:93.9 12 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 5x8 8x8 3x6 5x6 5x6 3x6 3x4 3x6 4x6 8x10 2x4 2x4 4x6 3x6 4x6 3x6 3x8 3x6 3x8 3x6 3x6 3x6 4x6 5x6 3x6 5x6 3x6 1-0-3 1-0-3 3-0-3 2-0-0 5-0-3 2-0-0 10-1-2 5-0-15 15-2-1 5-0-15 20-3-0 5-0-15 29-8-0 9-5-0 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 -1-0-0 1-0-0 1-0-3 1-0-3 3-0-3 2-0-0 5-0-3 2-0-0 10-1-2 5-0-15 15-2-1 5-0-15 20-3-0 5-0-15 24-11-8 4-8-8 29-8-0 4-8-8 35-0-3 5-4-3 40-4-5 5-4-3 45-11-0 5-6-11 1- 1 - 0 1- 9 - 2 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-2-0], [3:0-6-4,0-1-12], [5:0-4-12,Edge], [9:0-3-12,0-2-0], [11:0-3-12,0-2-0], [15:0-3-0,0-1-8], [17:0-2-8,0-2-0], [18:0-2-8,0-1-8], [23:0-2-8,0-2-0], [24:0-2-8,0-2-0], [27:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix-S) 0.74 0.82 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.77 0.19 (loc) 24-25 20-21 16 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 Weight: 237 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-28: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-21,9-21,10-21,10-20,11-20,12-20: 2x4 SPF No.2 2-28,15-16: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins (3-0-14 max.): 3-5 , 9-11. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-24, 7-23, 8-21, 10-21, 10-20, 12-20 REACTIONS.(lb/size) 28=1895/0-3-8, 16=1824/Mechanical Max Horz 28=291(LC 5) Max Uplift28=-112(LC 6), 16=-53(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1447/130, 3-4=-3270/263, 4-5=-3270/263, 5-6=-3625/286, 6-7=-3520/305, 7-8=-2796/308, 8-9=-2222/320, 9-10=-1784/299, 10-11=-1658/290, 11-12=-2079/307, 12-13=-2357/270, 13-14=-2376/210, 14-15=-2472/190, 2-28=-1875/180, 15-16=-1759/158 BOT CHORD 27-28=-266/275, 26-27=-196/1087, 25-26=-374/5283, 24-25=-378/5284, 23-24=-157/2984, 22-23=-56/2252, 21-22=-56/2252, 20-21=-10/1776, 19-20=-32/1889, 18-19=-32/1889, 17-18=-89/1982 WEBS 3-27=-860/63, 3-26=-203/2708, 5-26=-2498/185, 5-24=-2394/230, 7-24=0/818, 7-23=-1011/139, 8-23=-47/764, 8-21=-893/180, 9-21=-81/901, 10-20=-456/183, 11-20=-71/813, 12-20=-442/163, 2-27=-72/1395, 15-17=-64/1758 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) -1-0-0 to 45-9-4 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 112 lb uplift at joint 28 and 53 lb uplift at joint 16. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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.).Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T15 Truss Type PIGGYBACK BASE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479782 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue May 29 09:01:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-cPaOf4?QsyfbNwvCzFcM?eKjkZm_sD6w2oVBj5zBhPE 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 88_WOODS_AT_SHELBORNE Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479783 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-cija7f59i2T8jK0uZ_uuvOqloKCQ4C45lwtotfzBw42 Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x4 3x6 3x8 3x4 3x8 3x6 3x4 3x6 3x8 6x6 3x6 6x6 3x6 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 25-8-0 9-5-0 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 -1-0-0 1-0-0 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 20-11-8 4-8-8 25-8-0 4-8-8 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 1- 1 - 0 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.74 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.55 0.11 (loc) 17-18 17-18 13 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 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* 5-18,6-18,7-18,7-17,8-17,9-17: 2x4 SPF No.2 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS.(lb/size) 22=1735/0-5-8, 13=1664/Mechanical Max Horz 22=291(LC 5) Max Uplift22=-90(LC 6), 13=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2234/175, 3-4=-2138/193, 4-5=-2096/250, 5-6=-1811/286, 6-7=-1439/275, 7-8=-1440/275, 8-9=-1812/287, 9-10=-2099/250, 10-11=-2146/194, 11-12=-2241/175, 2-22=-1665/185, 12-13=-1594/147 BOT CHORD 21-22=-267/337, 20-21=-121/1779, 19-20=-82/1672, 18-19=-82/1672, 17-18=-28/1488, 16-17=-16/1674, 15-16=-16/1674, 14-15=-74/1786, 13-14=-45/318 WEBS 5-20=-11/253, 5-18=-439/159, 6-18=-51/639, 7-18=-285/194, 7-17=-284/194, 8-17=-51/640, 9-17=-441/160, 9-15=-11/255, 2-21=-34/1517, 12-14=-33/1486 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) 22, 13. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479784 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4uHzK_6nSMb?KUb57iP7SbNwYkXfpfKE_adLP5zBw41 Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x4 3x6 3x8 3x4 3x8 3x6 3x4 3x6 3x8 6x6 3x6 6x6 3x6 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 25-8-0 9-5-0 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 -1-0-0 1-0-0 5-6-11 5-6-11 10-10-13 5-4-3 16-3-0 5-4-3 20-11-8 4-8-8 25-8-0 4-8-8 31-0-3 5-4-3 36-4-5 5-4-3 41-11-0 5-6-11 1- 1 - 0 11 - 1 1 - 0 1- 1 - 0 11 - 1 1 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [14:0-2-8,0-1-8], [21:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.74 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.55 0.11 (loc) 17-18 17-18 13 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 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* 5-18,6-18,7-18,7-17,8-17,9-17: 2x4 SPF No.2 2-22,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-17, 9-17 REACTIONS.(lb/size) 22=1735/0-5-8, 13=1664/0-3-8 Max Horz 22=291(LC 5) Max Uplift22=-90(LC 6), 13=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2234/175, 3-4=-2138/193, 4-5=-2096/250, 5-6=-1811/286, 6-7=-1439/275, 7-8=-1440/275, 8-9=-1812/287, 9-10=-2099/250, 10-11=-2146/194, 11-12=-2241/175, 2-22=-1665/185, 12-13=-1594/147 BOT CHORD 21-22=-267/337, 20-21=-121/1779, 19-20=-82/1672, 18-19=-82/1672, 17-18=-28/1488, 16-17=-16/1674, 15-16=-16/1674, 14-15=-74/1786, 13-14=-45/318 WEBS 5-20=-11/253, 5-18=-439/159, 6-18=-51/639, 7-18=-285/194, 7-17=-284/194, 8-17=-51/640, 9-17=-441/160, 9-15=-11/255, 2-21=-34/1517, 12-14=-33/1486 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) 22, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T18 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479785 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-4uHzK_6nSMb?KUb57iP7SbNzKkVYpfHE_adLP5zBw41 Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 3x6 5x6 5x6 3x6 3x6 3x6 3x6 3x8 3x4 3x6 3x8 3x4 3x8 3x6 3x4 3x6 3x8 5x6 3x6 5x6 3x6 5-4-4 5-4-4 10-5-15 5-1-12 15-7-11 5-1-12 26-3-5 10-7-10 31-5-1 5-1-12 36-6-12 5-1-12 41-11-0 5-4-4 -1-0-0 1-0-0 5-4-4 5-4-4 10-5-15 5-1-12 15-7-11 5-1-12 20-11-8 5-3-13 26-3-5 5-3-13 31-5-1 5-1-12 36-6-12 5-1-12 41-11-0 5-4-4 42-11-0 1-0-0 1- 1 - 0 11 - 6 - 2 1- 1 - 0 11 - 6 - 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [12:0-3-0,0-1-8], [15:0-2-8,0-1-8], [22:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.75 0.87 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.78 0.11 (loc) 18-19 18-19 14 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 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* 5-19,6-19,7-19,7-18,8-18,9-18: 2x4 SPF No.2 2-23,12-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-6 max.): 6-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 7-18, 9-18 REACTIONS.(lb/size) 23=1734/0-5-8, 14=1734/0-3-8 Max Horz 23=272(LC 5) Max Uplift23=-88(LC 6), 14=-88(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2223/176, 3-4=-2067/193, 4-5=-2106/251, 5-6=-1844/283, 6-7=-1472/271, 7-8=-1472/271, 8-9=-1844/283, 9-10=-2106/251, 10-11=-2067/193, 11-12=-2223/176, 2-23=-1666/185, 12-14=-1666/185 BOT CHORD 22-23=-251/332, 21-22=-125/1773, 20-21=-90/1682, 19-20=-90/1682, 18-19=-40/1542, 17-18=0/1682, 16-17=0/1682, 15-16=-41/1773, 14-15=-9/265 WEBS 5-19=-400/159, 6-19=-48/654, 7-19=-308/198, 7-18=-308/198, 8-18=-48/654, 9-18=-400/159, 2-22=-37/1528, 12-15=-37/1528 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) 23, 14. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T19 Truss Type Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479786 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Y4qLYK7PDfjsyeAHgPwM?pvBv8wwY79ODEMuyXzBw40 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 10x10 10x10 3x6 3x6 3x6 3x6 3x8 3x4 3x8 2x4 3x4 3x6 3x8 6x6 3x6 6x6 3x6 6-9-9 6-9-9 13-4-11 6-7-1 20-11-8 7-6-13 28-6-5 7-6-13 35-1-6 6-7-2 41-11-0 6-9-10 -1-0-0 1-0-0 6-9-9 6-9-9 13-4-11 6-7-1 20-11-8 7-6-13 28-6-5 7-6-13 35-1-6 6-7-2 41-11-0 6-9-10 42-11-0 1-0-0 1- 1 - 0 10 - 0 - 2 1- 1 - 0 10 - 0 - 2 8.00 12 Plate Offsets (X,Y)-- [5:0-6-8,0-1-12], [7:0-6-8,0-1-12], [13:0-2-8,0-1-8], [19:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.54 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.11 (loc) 16 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 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* 4-19,8-13,2-19,10-13: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 8-14 REACTIONS.(lb/size) 20=1734/0-5-8, 12=1734/0-3-8 Max Horz 20=237(LC 5) Max Uplift20=-78(LC 6), 12=-78(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2272/191, 3-4=-2073/214, 4-5=-2002/272, 5-6=-1818/291, 6-7=-1818/291, 7-8=-2002/272, 8-9=-2073/214, 9-10=-2272/191, 2-20=-1655/201, 10-12=-1655/201 BOT CHORD 19-20=-231/394, 18-19=-157/1794, 17-18=-124/1582, 16-17=-124/1582, 15-16=-1/1582, 14-15=-1/1582, 13-14=-41/1794, 12-13=-28/394 WEBS 4-18=-290/140, 5-18=-2/418, 5-16=-174/506, 6-16=-473/208, 7-16=-174/506, 7-14=-2/418, 8-14=-290/140, 2-19=-14/1412, 10-13=-14/1412 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) 20, 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.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T20 Truss Type ROOF SPECIAL Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479787 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Y4qLYK7PDfjsyeAHgPwM?pv5N8rZY10ODEMuyXzBw40 Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 5x10 MT18HS 3x8 5x8 6x8 3x6 3x8 3x6 3x8 2x4 4x8 4x10 2x4 12x12 3x6 6x6 3x6 11-1-11 11-1-11 20-1-11 9-0-0 29-1-11 9-0-0 35-10-0 6-8-5 41-11-0 6-1-0 -1-0-0 1-0-0 5-8-1 5-8-1 11-1-11 5-5-9 20-1-11 9-0-0 29-1-11 9-0-0 29-11-8 0-9-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1- 1 - 0 8- 6 - 2 9- 0 - 1 1 1- 1 - 0 8- 6 - 2 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8], [4:0-6-0,0-1-8], [7:0-3-8,0-3-4], [14:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.92 0.89 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.70 0.15 (loc) 18-19 18-19 12 l/defl >999 >715 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 193 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-14,8-14,8-13,2-19,10-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-12 max.): 4-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-19. WEBS 1 Row at midpt 5-18, 5-14, 7-14, 3-19 REACTIONS.(lb/size) 12=1734/0-3-8, 19=1734/0-5-8 Max Horz 19=-215(LC 4) Max Uplift12=-70(LC 7), 19=-66(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-752/30, 3-4=-2106/256, 4-5=-1700/255, 5-6=-1825/269, 6-7=-1826/269, 7-8=-2164/337, 8-9=-2225/349, 9-10=-2251/212, 2-19=-594/91, 10-12=-1661/199 BOT CHORD 18-19=-196/1739, 17-18=-158/2172, 16-17=-158/2172, 15-16=-158/2172, 14-15=-158/2172, 13-14=0/1645, 12-13=-19/344 WEBS 4-18=0/700, 5-18=-737/185, 5-16=0/348, 5-14=-569/182, 7-14=-1385/282, 8-14=-308/1933, 8-13=-165/261, 9-13=-313/198, 3-19=-1603/226, 10-13=-30/1454 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 16% 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) 12, 19. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T21 Truss Type ROOF SPECIAL Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479788 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-0HOjlg81_zrjaolTE7RbX0SHQYCVHTBXRu6SUzzBw4? Scale = 1:87.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 6x8 3x12 6x10 5x6 3x4 3x6 3x6 3x8 3x4 4x8 2x4 2x4 5x8 3x6 3x8 5x6 3x6 6x6 3x6 4-6-9 4-6-9 8-10-11 4-4-1 17-10-11 9-0-0 26-10-11 9-0-0 29-11-8 3-0-13 35-10-0 5-10-8 41-11-0 6-1-0 -1-0-0 1-0-0 4-6-9 4-6-9 8-10-11 4-4-1 17-10-11 9-0-0 26-10-11 9-0-0 29-11-8 3-0-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1- 1 - 0 7- 0 - 2 9- 0 - 1 1 1- 1 - 0 7- 0 - 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-4-12,0-1-12], [13:0-2-8,0-1-8], [20:0-2-8,0-1-8] 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-S) 0.84 0.78 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.62 0.13 (loc) 16-17 16-17 12 l/defl >999 >808 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,7-17,8-14: 2x4 SPF No.2, 2-21,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 4-7. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 7-14 REACTIONS.(lb/size) 21=1734/0-5-8, 12=1734/0-3-8 Max Horz 21=215(LC 5) Max Uplift21=-155(LC 6), 12=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2158/206, 3-4=-2161/251, 4-5=-2613/322, 5-6=-2613/322, 6-7=-2613/322, 7-8=-2005/288, 8-9=-2056/268, 9-10=-2257/208, 2-21=-1670/195, 10-12=-1667/194 BOT CHORD 19-20=-142/1724, 18-19=-85/1751, 17-18=-85/1751, 16-17=-76/2400, 15-16=-78/2398, 14-15=-78/2398, 13-14=-47/1793, 12-13=-15/276 WEBS 3-20=-252/58, 4-19=0/274, 4-17=-166/1076, 5-17=-612/252, 7-17=-93/375, 7-16=0/261, 7-14=-1862/222, 8-14=-225/1912, 9-14=-293/125, 2-20=-68/1547, 10-13=-33/1534 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 21=155. 6) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T22 Truss Type Roof Special Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479789 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-UTy5z08flHzaByKfoqyq4E?RqxY?0vuggXr?0QzBw4_ Scale = 1:87.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 6x10 3x6 5x6 5x6 3x4 3x8 MT18HS 3x6 4x6 3x4 5x8 2x4 3x8 2x4 3x4 5x8 3x6 3x8 4x6 3x6 6x6 3x8 MT18HS 3-5-1 3-5-1 6-7-11 3-2-9 12-8-2 6-0-7 18-7-4 5-11-3 24-7-11 6-0-7 29-11-8 5-3-13 35-10-0 5-10-8 41-11-0 6-1-0 -1-0-0 1-0-0 3-5-1 3-5-1 6-7-11 3-2-9 12-8-2 6-0-7 18-7-4 5-11-3 24-7-11 6-0-7 29-11-8 5-3-13 35-10-0 5-10-8 41-11-0 6-1-0 42-11-0 1-0-0 1- 1 - 0 5- 6 - 2 9- 0 - 1 1 1- 1 - 0 5- 6 - 2 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-6-0,0-1-8], [14:0-2-8,0-1-8], [22:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.82 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.68 0.18 (loc) 17-18 17-18 13 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 179 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-15,2-23,11-13: 2x4 SPF-S Stud, 9-15: 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 (2-11-2 max.): 4-8. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-15 REACTIONS.(lb/size) 23=1734/0-5-8, 13=1734/0-3-8 Max Horz 23=-215(LC 4) Max Uplift23=-155(LC 6), 13=-70(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2031/193, 3-4=-2169/241, 4-5=-2829/316, 5-6=-2828/316, 6-7=-3248/341, 7-8=-3248/341, 8-9=-2045/264, 9-10=-2061/262, 10-11=-2252/205, 2-23=-1668/190, 11-13=-1660/194 BOT CHORD 21-22=-143/1628, 20-21=-116/1786, 19-20=-191/3313, 18-19=-191/3313, 17-18=-191/3313, 16-17=-163/3244, 15-16=-163/3244, 14-15=-42/1787, 13-14=-15/326 WEBS 3-22=-372/57, 4-20=-130/1376, 5-20=-358/148, 6-20=-645/51, 8-17=-11/260, 8-15=-2250/260, 9-15=-173/1823, 10-15=-279/122, 2-22=-82/1501, 11-14=-28/1477 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 23=155. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T23 Truss Type ROOF SPECIAL Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479790 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:19:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-UTy5z08flHzaByKfoqyq4E?TRxcS0w7ggXr?0QzBw4_ Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 6x8 3x6 5x8 5x6 6x6 3x4 3x16 MT18HS 3x6 3x8 3x4 4x8 2x4 3x8 2x4 3x4 4x8 3x6 3x8 4x6 3x6 3x16 MT18HS 2-3-9 2-3-9 4-4-11 2-1-1 10-5-2 6-0-7 16-4-4 5-11-3 22-4-11 6-0-7 29-11-8 7-6-13 35-10-0 5-10-8 41-11-0 6-1-0 -1-0-0 1-0-0 2-3-9 2-3-9 4-4-11 2-1-1 10-5-2 6-0-7 16-4-4 5-11-3 22-4-11 6-0-7 29-11-8 7-6-13 35-10-0 5-10-8 41-11-0 6-1-0 1- 1 - 0 4- 0 - 2 9- 0 - 1 1 1- 1 - 0 4- 0 - 2 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [4:0-5-12,0-2-0], [13:0-2-8,0-1-8], [14:0-3-0,0-1-12], [19:0-4-0,0-1-12], [21:0-2-8,0-1-8] 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-S) 0.82 0.54 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.98 0.18 (loc) 16-17 16-17 12 l/defl >999 >508 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 171 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-14,9-14: 2x4 SPF No.2, 2-22,11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Structural wood sheathing directly applied. WEBS 1 Row at midpt 6-19 2 Rows at 1/3 pts 8-14 REACTIONS.(lb/size) 22=1735/0-5-8, 12=1664/0-3-8 Max Horz 22=224(LC 5) Max Uplift22=-155(LC 6), 12=-56(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1786/171, 3-4=-2117/216, 4-5=-3512/353, 5-6=-3512/353, 6-7=-4684/432, 7-8=-4684/432, 8-9=-2098/243, 9-10=-2072/257, 10-11=-2254/201, 2-22=-1666/187, 11-12=-1591/153 BOT CHORD 20-21=-152/1431, 19-20=-147/1749, 18-19=-323/4478, 17-18=-323/4478, 16-17=-323/4478, 15-16=-330/4684, 14-15=-330/4684, 13-14=-75/1793, 12-13=-34/290 WEBS 3-21=-578/49, 3-20=-72/468, 4-19=-181/2071, 5-19=-371/147, 6-19=-1141/88, 8-14=-3384/362, 9-14=-135/1770, 10-14=-283/127, 2-21=-85/1414, 11-13=-41/1518 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 22=155. 7) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T24 Truss Type Half Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479791 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-yfWTAM9IWa5Rp5vsMXT3cRXm9L3OlbeqvBbZXszBw3z Scale = 1:18.8 1 2 3 4 7 6 5 4x8 2x4 3x4 3x8 2x4 4-0-0 4-0-0 6-0-0 2-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 6-0-0 2-0-0 0- 9 - 0 1- 1 1 - 7 2- 1 - 0 1- 1 1 - 7 4.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.25 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 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 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=223/Mechanical, 7=306/0-3-8 Max Horz 7=59(LC 5) Max Uplift5=-20(LC 4), 7=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/136 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) 5, 7. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T25 Truss Type Common Qty 3 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479792 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-yfWTAM9IWa5Rp5vsMXT3cRXfvLxSlTUqvBbZXszBw3z Scale = 1:66.6 1 2 3 4 5 6 7 11 10 9 8 4x6 3x8 3x8 3x4 3x4 3x6 5x8 3x6 5x8 10-2-8 10-2-8 20-5-0 10-2-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 15-2-8 5-0-0 20-5-0 5-2-8 21-5-0 1-0-0 1- 2 - 0 8- 9 - 1 4 1- 2 - 0 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.62 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 0.03 (loc) 8-9 8-9 8 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-9,2-11,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=874/0-3-8, 11=874/0-3-8 Max Horz 11=-211(LC 4) Max Uplift8=-65(LC 7), 11=-65(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/59, 3-4=-724/136, 4-5=-724/136, 5-6=-475/59, 2-11=-428/103, 6-8=-428/103 BOT CHORD 10-11=-42/642, 9-10=-42/642, 8-9=0/642 WEBS 4-9=-53/497, 3-11=-503/73, 5-8=-503/73 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T26 Truss Type Common Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479793 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Qr4sOiAwHuDHRFU2vF?I9f4mslH4UzVz8rK64IzBw3y Scale = 1:66.6 1 2 3 4 5 9 8 7 6 4x6 6x6 3x6 3x4 3x6 3x4 5x8 3x8 10-2-8 10-2-8 17-2-0 6-11-8 -1-0-0 1-0-0 5-2-8 5-2-8 10-2-8 5-0-0 17-2-0 6-11-8 1- 2 - 0 8- 9 - 1 4 3- 7 - 4 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.96 0.59 0.33 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.01 (loc) 7-9 7-9 6 l/defl >999 >459 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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* 4-7,2-9: 2x4 SPF No.2, 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=673/Mechanical, 9=746/0-3-8 Max Horz 9=251(LC 5) Max Uplift6=-29(LC 6), 9=-59(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-505/55, 3-4=-530/126, 4-5=-570/114, 2-9=-440/102, 5-6=-613/74 BOT CHORD 8-9=-105/500, 7-8=-105/500 WEBS 4-7=-7/297, 3-9=-293/63, 5-7=-27/325 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T27 Truss Type Common Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479794 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Qr4sOiAwHuDHRFU2vF?I9f4nElM8U11z8rK64IzBw3y Scale = 1:45.4 1 2 3 4 5 8 7 6 4x6 3x6 3x6 3x8 6x6 6x6 6-9-0 6-9-0 13-6-0 6-9-0 -1-0-0 1-0-0 6-9-0 6-9-0 13-6-0 6-9-0 14-6-0 1-0-0 1- 1 - 8 5- 1 0 - 1 4 1- 1 - 8 8.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.27 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 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* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=597/0-3-0, 6=597/0-3-0 Max Horz 8=-142(LC 4) Max Uplift8=-55(LC 6), 6=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-551/84, 3-4=-551/84, 2-8=-530/117, 4-6=-530/117 BOT CHORD 7-8=-168/279, 6-7=-43/279 WEBS 3-7=0/253 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T28 Truss Type Common Qty 2 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479795 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-Qr4sOiAwHuDHRFU2vF?I9f4nClNRU19z8rK64IzBw3y Scale = 1:45.4 1 2 3 4 7 6 5 4x6 5x8 3x6 3x4 3x8 6x6 6-9-0 6-9-0 12-9-8 6-0-8 -1-0-0 1-0-0 6-9-0 6-9-0 12-9-8 6-0-8 1- 1 - 8 5- 1 0 - 1 4 1- 7 - 8 8.50 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.87 0.25 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=572/0-3-0, 5=497/Mechanical Max Horz 7=158(LC 5) Max Uplift7=-54(LC 6), 5=-16(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-511/82, 3-4=-492/85, 2-7=-504/117, 4-5=-438/71 BOT CHORD 6-7=-176/282 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T29 Truss Type Common Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479796 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-u2eEb2BY2CL82P3ETyWXisd_b9jMDV07MV4fclzBw3x Scale = 1:45.4 1 2 3 6 5 4 5x8 4x6 5x8 3x4 3x4 3x8 6-0-8 6-0-8 12-1-0 6-0-8 6-0-8 6-0-8 12-1-0 6-0-8 1- 7 - 8 5- 1 0 - 1 4 1- 7 - 8 8.50 12 Plate Offsets (X,Y)-- [1:Edge,0-1-13], [3:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.21 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 1-6,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=472/Mechanical, 4=472/Mechanical Max Horz 6=-145(LC 4) Max Uplift6=-15(LC 6), 4=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-455/83, 2-3=-455/83, 1-6=-410/70, 3-4=-410/70 NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T30 Truss Type Common Qty 2 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479797 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-u2eEb2BY2CL82P3ETyWXisdxx9i7DU_7MV4fclzBw3x Scale = 1:49.0 1 2 3 4 5 8 7 6 4x6 3x6 3x6 3x8 6x8 6x8 6-11-8 6-11-8 13-11-0 6-11-8 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-11-0 1-0-0 1- 2 - 0 6- 4 - 1 0 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.93 0.29 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 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* 2-8,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=614/0-3-8, 6=614/0-3-8 Max Horz 8=-154(LC 4) Max Uplift8=-55(LC 6), 6=-55(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/88, 3-4=-560/88, 2-8=-545/118, 4-6=-545/118 BOT CHORD 7-8=-187/286, 6-7=-52/286 WEBS 3-7=0/264 NOTES-(5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 5) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 6) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T31 Truss Type Half Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479798 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-u2eEb2BY2CL82P3ETyWXisd689lFDV97MV4fclzBw3x Scale = 1:23.4 1 2 3 4 5 6 13 12 11 10 9 8 74x6 2x4 2x4 2x4 2x4 2x4 3x4 3x8 4x6 3x6 2x4 1-4-0 1-4-0 2-5-8 1-1-8 2-10-2 0-4-10 4-0-0 1-1-14 -1-0-0 1-0-0 1-4-0 1-4-0 2-5-8 1-1-8 2-10-2 0-4-10 4-0-0 1-1-14 1- 2 - 0 3- 3 - 1 0 0- 3 - 8 3- 0 - 2 2- 7 - 1 0 0- 8 - 0 3- 3 - 1 0 9.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-2-0], [10:0-4-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.09 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.01 (loc) 11 11 7 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* 2-13: 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: 5-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS.(lb/size) 7=136/Mechanical, 13=231/0-3-8 Max Horz 13=93(LC 5) Max Uplift7=-40(LC 5), 13=-31(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) 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) 7, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T32 Truss Type Half Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479799 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-NECcoOCApVT?gZeR1g1mE49HsZ3OyyyGb9pD8BzBw3w Scale = 1:23.3 1 2 3 7 6 4 5 4x6 3x4 2x4 3x4 2-10-0 2-10-0 4-0-0 1-2-0 -1-0-0 1-0-0 2-10-0 2-10-0 4-0-0 1-2-0 1- 2 - 0 3- 3 - 8 0- 3 - 8 3- 0 - 0 3- 3 - 8 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.22 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.03 (loc) 6-7 6-7 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 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=63/Mechanical, 7=231/0-3-8, 5=79/Mechanical Max Horz 7=115(LC 6) Max Uplift4=-10(LC 5), 7=-13(LC 6), 5=-29(LC 6) 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, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T33 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479800 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-NECcoOCApVT?gZeR1g1mE49GHZ3JyvAGb9pD8BzBw3w Scale = 1:26.1 1 2 3 4 5 9 8 7 6 8x8 2x4 3x4 3x4 3x4 4x10 3x4 4-2-8 4-2-8 8-2-8 4-0-0 9-11-4 1-8-12 10-0-0 0-0-12 -1-0-0 1-0-0 4-2-8 4-2-8 8-2-8 4-0-0 10-0-0 1-9-8 0- 9 - 0 3- 5 - 1 3 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:Edge,0-5-2] 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) 0.26 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=460/0-3-0, 6=386/0-1-8 Max Horz 9=107(LC 6) Max Uplift9=-54(LC 4), 6=-48(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-412/129, 2-3=-604/82 BOT CHORD 7-8=-152/534 WEBS 2-8=-27/336, 3-7=-383/114, 4-7=-7/258, 4-6=-420/107 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) 6 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) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T34 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479801 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-NECcoOCApVT?gZeR1g1mE49IVZ3CyvpGb9pD8BzBw3w Scale = 1:22.3 1 2 3 4 5 9 8 7 6 8x8 2x4 3x4 3x4 3x4 4x10 3x4 3-2-8 3-2-8 6-2-8 3-0-0 9-11-4 3-8-12 10-0-0 0-0-12 -1-0-0 1-0-0 3-2-8 3-2-8 6-2-8 3-0-0 10-0-0 3-9-8 0- 9 - 0 2- 9 - 1 3 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:Edge,0-5-2] 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) 0.18 0.17 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=460/0-3-0, 6=386/0-1-8 Max Horz 9=86(LC 6) Max Uplift9=-60(LC 4), 6=-42(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-415/131, 2-3=-600/99, 3-4=-424/82 BOT CHORD 7-8=-148/536, 6-7=-94/387 WEBS 2-8=-56/392, 4-6=-471/114 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) 6 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) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T35 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479802 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-rQm_0kCoapbsIjDdbNY?nHiPdyN5hH7PqpZmgdzBw3v Scale = 1:19.1 1 2 3 4 5 9 8 7 6 8x8 4x10 2x4 3x4 3x4 3x4 3x4 2-2-8 2-2-8 4-2-8 2-0-0 10-0-0 5-9-8 -1-0-0 1-0-0 2-2-8 2-2-8 4-2-8 2-0-0 10-0-0 5-9-8 0- 9 - 0 2- 1 - 1 3 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:Edge,0-5-2] 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) 0.41 0.32 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 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* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=460/0-3-0, 6=386/0-1-8 Max Horz 9=66(LC 6) Max Uplift9=-64(LC 4), 6=-37(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-416/136, 2-3=-531/97, 3-4=-625/124 BOT CHORD 7-8=-125/470, 6-7=-137/608 WEBS 2-8=-61/365, 4-6=-640/145 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) 6 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) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T36 Truss Type Jack-Open Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479803 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-rQm_0kCoapbsIjDdbNY?nHiL1yKlhCWPqpZmgdzBw3v Scale = 1:19.2 1 2 3 4 5 9 8 7 6 6x6 5x10 MT18HS 2x4 3x4 3x4 3x4 3x4 1-7-8 1-7-8 3-0-8 1-5-0 9-8-0 6-7-8 9-11-4 0-3-4 10-0-0 0-0-12 -1-0-0 1-0-0 1-7-8 1-7-8 3-0-8 1-5-0 10-0-0 6-11-8 0- 9 - 0 1- 9 - 3 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-1-13], [9:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.47 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.01 (loc) 6-7 6-7 6 l/defl >999 >619 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 35 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=460/0-3-0, 6=386/0-1-8 Max Horz 9=54(LC 6) Max Uplift9=-67(LC 4), 6=-35(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-415/143, 2-3=-445/87, 3-4=-747/141 BOT CHORD 7-8=-98/384, 6-7=-163/760 WEBS 2-8=-52/304, 3-7=-91/474, 4-6=-777/167 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss T37 Truss Type Half Hip Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479804 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-JdJMD3DQL7jjwtnp853EJVEfoMlfQs9Z2TIKD4zBw3u Scale = 1:25.5 1 2 3 7 6 4 5 4x6 2x4 3x4 3x6 3-3-9 3-3-9 4-0-0 0-8-7 -1-0-0 1-0-0 3-3-9 3-3-9 4-0-0 0-8-7 1- 2 - 0 3- 7 - 1 1 0- 3 - 8 3- 4 - 3 3- 7 - 1 1 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.17 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 0.02 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=19/Mechanical, 7=231/0-3-8, 5=122/Mechanical Max Horz 7=126(LC 6) Max Uplift4=-8(LC 4), 7=-5(LC 6), 5=-48(LC 6) 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, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG01 Truss Type Common Girder Qty 1 Ply 2 88 Woods at Shelborne Job Reference (optional) I33479805 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-JdJMD3DQL7jjwtnp853EJVESfMhiQfcZ2TIKD4zBw3u Scale = 1:48.5 1 2 3 4 5 6 11 10 9 8 712 13 14 15 16 4x6 10x10 6x8 3x6 6x6 3x6 6x6 10x10 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-11-0 3-7-8 -1-0-0 1-0-0 3-7-8 3-7-8 6-11-8 3-4-0 10-3-8 3-4-0 13-11-0 3-7-8 1- 2 - 0 6- 4 - 1 0 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [2:Edge,0-8-12], [6:Edge,0-8-12] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.42 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 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 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-11,6-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=2920/0-3-8, 7=3989/0-3-8 Max Horz 11=161(LC 4) Max Uplift11=-328(LC 5), 7=-315(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3455/397, 3-4=-2826/309, 4-5=-2825/309, 5-6=-3902/320, 2-11=-2813/352, 6-7=-2961/241 BOT CHORD 11-12=-163/394, 10-12=-163/394, 10-13=-311/2688, 13-14=-311/2688, 9-14=-311/2688, 9-15=-203/3042, 8-15=-203/3042, 8-16=-99/972, 7-16=-99/972 WEBS 4-9=-298/3070, 5-9=-1173/135, 5-8=-69/1369, 3-9=-662/221, 3-10=-178/729, 2-10=-227/2364, 6-8=-120/2133 NOTES-(8-9) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=328, 7=315. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down at 2-0-12, 1279 lb down and 295 lb up at 4-0-12, 923 lb down and 40 lb up at 6-0-12, 923 lb down and 42 lb up at 8-0-12, and 925 lb down and 49 lb up at 10-0-12, and 1643 lb down and 153 lb up at 12-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 8=-925(B) 12=-55(B) 13=-1279(B) 14=-923(B) 15=-923(B) 16=-1643(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479806 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-nptlRPE26QraX0M0ioaTsindsm2I97_iH72tlWzBw3t Scale = 1:43.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6x6 6x6 10x10 10x10 4x6 5x8 3x8 2x4 3x6 3x6 4x8 4-7-8 4-7-8 9-6-12 4-11-4 14-4-4 4-9-8 19-3-8 4-11-4 23-11-0 4-7-8 -1-0-0 1-0-0 4-7-8 4-7-8 9-6-12 4-11-4 14-4-4 4-9-8 19-3-8 4-11-4 23-11-0 4-7-8 1- 1 - 0 4- 0 - 2 4- 2 - 0 1- 1 - 0 4- 0 - 2 8.00 12 Plate Offsets (X,Y)-- [3:0-3-3,Edge], [6:0-3-3,Edge], [7:Edge,0-8-2], [14:Edge,0-8-2] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.94 0.33 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.18 0.04 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-4 max.): 3-6. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=1399/0-5-8, 8=1299/Mechanical Max Horz 14=106(LC 4) Max Uplift14=-314(LC 5), 8=-283(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1713/412, 15-16=-1631/410, 3-16=-1565/415, 3-17=-1387/376, 17-18=-1389/376, 4-18=-1391/377, 4-19=-2115/555, 19-20=-2115/555, 20-21=-2115/555, 5-21=-2115/555, 5-22=-1371/367, 22-23=-1369/366, 6-23=-1367/366, 6-24=-1522/377, 24-25=-1610/392, 7-25=-1693/406, 2-14=-1285/309, 7-8=-1198/287 BOT CHORD 14-26=-170/326, 26-27=-170/326, 13-27=-170/326, 13-28=-583/2125, 12-28=-583/2125, 11-12=-583/2125, 11-29=-583/2125, 29-30=-583/2125, 30-31=-583/2125, 10-31=-583/2125, 10-32=-565/2115, 32-33=-565/2115, 9-33=-565/2115, 9-34=-102/361, 34-35=-102/361, 8-35=-102/361 WEBS 3-13=-103/597, 4-13=-949/284, 4-11=0/273, 5-10=0/276, 5-9=-956/286, 6-9=-42/551, 2-13=-289/1054, 7-9=-295/1014 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) except (jt=lb) 14=314, 8=283. 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) 68 lb down and 48 lb up at 2-0-12, 7 lb down and 13 lb up at 3-10-12, 55 lb down and 70 lb up at 5-10-12, 55 lb down and 70 lb up at 7-10-12, 55 lb down and 70 lb up at 9-10-12, 55 lb down and 70 lb up at 11-10-12, 55 lb down and 70 lb up at 13-10-12, 55 lb down and 70 lb up at 15-10-12, 55 lb down and 70 lb up at 17-10-12, and 74 lb down and 78 lb up at 19-10-12, and 69 lb down and 49 lb up at 21-10-4 on top chord, and 34 lb down and 18 lb up at 2-0-12, 102 lb down and 60 lb up at 3-10-12, 34 lb down at 5-10-12, 34 lb down at 7-10-12, 34 lb down at 9-10-12, 34 lb down at 11-10-12, 34 lb down at 13-10-12, 34 lb down at 15-10-12, 34 lb down at 17-10-12, and 34 lb down at 19-10-12, and 35 lb down and 19 lb up at 21-10-4 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) StandardContinued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG02 Truss Type Hip Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479806 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:06 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-nptlRPE26QraX0M0ioaTsindsm2I97_iH72tlWzBw3t 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, 3-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-22(F) 15=-28(F) 17=-42(F) 18=-42(F) 19=-42(F) 20=-42(F) 21=-42(F) 22=-42(F) 23=-42(F) 24=-42(F) 25=-29(F) 26=-34(F) 27=-102(F) 28=-22(F) 29=-22(F) 30=-22(F) 31=-22(F) 32=-22(F) 33=-22(F) 34=-22(F) 35=-35(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 88_WOODS_AT_SHELBORNE Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 88 Woods at Shelborne Job Reference (optional) I33479807 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-ga7FHnHZ9fL00egnxefP0YyLCNMm5tpICl05uHzBw3p Scale = 1:84.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 5x8 3x6 10x10 3x4 2x4 3x6 3x6 2x4 5x6 5x6 4x10 6x8 4x8 8x10 6x10 3x6 2x4 3x8 2x4 5x12 5x6 4x6 10x10 3x6 5x6 1-4-8 1-4-8 2-5-8 1-1-0 4-7-8 2-2-0 12-5-8 7-10-0 19-8-14 7-3-6 26-10-8 7-1-10 34-0-2 7-1-10 41-3-8 7-3-6 45-11-0 4-7-8 -1-0-0 1-0-0 1-4-8 1-4-8 2-5-8 1-1-0 4-7-8 2-2-0 12-5-8 7-10-0 19-8-14 7-3-6 26-10-8 7-1-10 34-0-2 7-1-10 41-3-8 7-3-6 45-11-0 4-7-8 46-11-0 1-0-0 1- 1 - 0 4- 2 - 0 1- 1 - 0 0- 8 - 0 4- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [5:0-4-12,0-2-0], [12:0-1-12,0-7-8], [15:Edge,0-8-2], [23:0-6-8,0-3-8], [25:0-5-8,0-3-0] 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) 0.79 0.56 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.48 -1.01 0.23 (loc) 19-21 19-21 15 l/defl >999 >541 n/a L/d 240 180 n/a PLATES MT20 Weight: 494 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-22,6-24,21-23,8-21,9-19,11-17,12-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-1 max.): 5-12. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-24 REACTIONS.(lb/size) 28=2718/0-3-8, 15=2671/0-3-8 Max Horz 28=-99(LC 3) Max Uplift28=-748(LC 4), 15=-685(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2358/695, 3-4=-4517/1385, 4-5=-4270/1278, 5-29=-3721/1153, 29-30=-3721/1153, 30-31=-3721/1153, 31-32=-3720/1153, 6-32=-3720/1153, 6-33=-7752/2346, 33-34=-7752/2346, 7-34=-7752/2346, 7-35=-7752/2346, 8-35=-7752/2346, 8-36=-7717/2209, 36-37=-7717/2209, 37-38=-7717/2209, 38-39=-7717/2209, 9-39=-7717/2209, 9-40=-6046/1713, 40-41=-6046/1713, 41-42=-6046/1713, 10-42=-6046/1713, 10-11=-6046/1713, 11-43=-6045/1712, 43-44=-6046/1712, 44-45=-6046/1712, 12-45=-6046/1712, 12-46=-3426/975, 46-47=-3459/968, 13-47=-3572/970, 2-28=-2477/693, 13-15=-2549/662 BOT CHORD 27-28=-197/379, 25-48=-1203/3812, 24-48=-1201/3802, 24-49=-2402/7906, 49-50=-2402/7907, 50-51=-2401/7907, 51-52=-2401/7907, 23-52=-2401/7907, 22-53=-184/618, 53-54=-184/618, 54-55=-184/618, 21-55=-184/618, 21-56=-2176/7657, 56-57=-2176/7657, 57-58=-2176/7657, 20-58=-2176/7657, 20-59=-2176/7657, 19-59=-2176/7657, 19-60=-2176/7657, 18-60=-2176/7657, 18-61=-2176/7657, 17-61=-2176/7657, 17-62=-799/2909, 62-63=-799/2909, 63-64=-799/2909, 16-64=-799/2909, 16-65=-96/435, 65-66=-96/435, 15-66=-96/435 WEBS 4-25=-208/400, 6-23=-117/1003, 3-27=-2720/861, 25-27=-742/2224, 3-25=-713/2398, 5-24=-345/1658, 6-24=-4519/1361, 21-23=-2046/7140, 8-21=-576/391, 9-19=0/414, 9-17=-1829/541, 11-17=-590/360, 12-17=-1014/3542, 2-27=-493/1740, 13-16=-748/2516 NOTES-(10-11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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) 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) except (jt=lb) 28=748, 15=685. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG03 Truss Type Hip Girder Qty 1 Ply 2 88 Woods at Shelborne Job Reference (optional) I33479807 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:10 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-ga7FHnHZ9fL00egnxefP0YyLCNMm5tpICl05uHzBw3p NOTES-(10-11) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 42 lb up at 2-0-12, 86 lb down and 77 lb up at 4-7-8, 71 lb down and 77 lb up at 6-4-11, 71 lb down and 77 lb up at 8-0-12, 71 lb down and 77 lb up at 10-0-12, 71 lb down and 77 lb up at 12-0-12, 55 lb down and 70 lb up at 14-0-12, 55 lb down and 70 lb up at 16-0-12, 55 lb down and 70 lb up at 18-0-12, 55 lb down and 70 lb up at 20-0-12, 55 lb down and 70 lb up at 22-0-12, 55 lb down and 70 lb up at 24-0-12, 55 lb down and 70 lb up at 26-0-12, 55 lb down and 70 lb up at 28-0-12, 55 lb down and 70 lb up at 30-0-12, 55 lb down and 70 lb up at 32-0-12, 55 lb down and 70 lb up at 34-0-12, 55 lb down and 70 lb up at 36-0-12, 55 lb down and 70 lb up at 38-0-12, 55 lb down and 70 lb up at 39-7-12, 61 lb down and 70 lb up at 41-3-8, and 43 lb down and 25 lb up at 42-6-8, and 49 lb down and 42 lb up at 43-10-4 on top chord, and 51 lb down and 26 lb up at 2-3-12, 116 lb down and 52 lb up at 3-4-11, at 4-8-10, at 6-4-11, at 8-0-12, at 10-0-12, at 12-0-12, 34 lb down at 14-0-12, 34 lb down at 16-0-12, 34 lb down at 18-0-12, 34 lb down at 20-0-12, 34 lb down at 22-0-12, 34 lb down at 24-0-12, 34 lb down at 26-0-12, 34 lb down at 28-0-12, 34 lb down at 30-0-12, 34 lb down at 32-0-12, 34 lb down at 34-0-12, 34 lb down at 36-0-12, 34 lb down at 38-0-12, 34 lb down at 39-7-12, 34 lb down at 41-2-12, and 59 lb down and 41 lb up at 42-6-8, and 51 lb down and 26 lb up at 43-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 2-5=-60, 5-12=-60, 12-13=-60, 13-14=-60, 26-28=-20, 23-25=-20, 15-22=-20 Concentrated Loads (lb) Vert: 5=-68(B) 12=-42(B) 26=-51(B) 4=-9(B) 11=-42(B) 17=-22(B) 16=-22(B) 18=-22(B) 29=-68(B) 30=-68(B) 31=-68(B) 32=-68(B) 33=-42(B) 34=-42(B) 35=-42(B) 36=-42(B) 37=-42(B) 38=-42(B) 39=-42(B) 40=-42(B) 41=-42(B) 42=-42(B) 43=-42(B) 44=-42(B) 45=-42(B) 46=-11(B) 47=-9(B) 48=-116(B) 53=-22(B) 54=-22(B) 55=-22(B) 56=-22(B) 57=-22(B) 58=-22(B) 59=-22(B) 60=-22(B) 61=-22(B) 62=-22(B) 63=-22(B) 64=-22(B) 65=-59(B) 66=-51(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 88_WOODS_AT_SHELBORNE Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 88 Woods at Shelborne Job Reference (optional) I33479808 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-8nheU7IBwzUteoFzVLAeZmUZ_nhwqLoRRPleQjzBw3o Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 5x12 3x6 5x6 5x6 10x10 2x4 4x8 4x6 4x10 2x4 3x8 2x4 4x6 4x8 4x8 4x8 3x6 4x6 4x6 4x8 2-4-8 2-4-8 8-5-1 6-0-9 14-3-15 5-10-13 20-4-8 6-0-9 25-2-0 4-9-8 29-11-8 4-9-8 35-9-8 5-10-0 41-11-0 6-1-8 -1-0-0 1-0-0 2-4-8 2-4-8 8-5-1 6-0-9 14-3-15 5-10-13 20-4-8 6-0-9 25-2-0 4-9-8 29-11-8 4-9-8 35-9-8 5-10-0 41-11-0 6-1-8 1- 1 - 0 2- 8 - 0 9- 0 - 1 1 1- 1 - 0 2- 8 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-10-4,0-2-4], [11:Edge,0-8-2], [16:0-3-8,0-2-0], [20:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.63 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.94 0.09 (loc) 17-19 17-19 12 l/defl >999 >530 n/a L/d 240 180 n/a PLATES MT20 Weight: 448 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-7 max.): 3-7. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 22=1736/0-5-8, 12=1663/Mechanical Max Horz 22=221(LC 4) Max Uplift22=-890(LC 5), 12=-141(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2064/945, 3-23=-4766/1302, 23-24=-4765/1302, 24-25=-4765/1302, 4-25=-4765/1302, 4-26=-4765/1302, 26-27=-4765/1302, 5-27=-4765/1302, 5-28=-7435/1253, 6-28=-7435/1253, 6-7=-7435/1253, 7-8=-3746/554, 8-9=-2064/330, 9-10=-2086/341, 10-11=-2278/254, 2-22=-1758/780, 11-12=-1558/168 BOT CHORD 22-29=-300/224, 21-29=-300/224, 21-30=-839/1694, 30-31=-839/1694, 31-32=-839/1694, 20-32=-839/1694, 20-33=-1484/6844, 33-34=-1484/6844, 19-34=-1484/6844, 18-19=-1484/6844, 17-18=-1484/6844, 16-17=-1267/7451, 15-16=-416/3062, 14-15=-416/3062, 13-14=-140/1808, 12-13=-95/544 WEBS 3-21=-328/20, 3-20=-511/3281, 4-20=-338/172, 5-20=-2230/179, 5-19=0/310, 5-17=-180/634, 7-17=-255/131, 7-16=-4859/942, 8-16=-357/2237, 8-14=-2132/436, 9-14=-280/1877, 10-14=-273/132, 2-21=-674/1701, 11-13=-77/1275 NOTES-(11-12) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) 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) except (jt=lb) 22=890, 12=141. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 32 lb up at 4-0-12, 45 lb down and 32 lb up at 6-0-12, 45 lb down and 32 lb up at 8-0-12, 45 lb down and 32 lb up at 10-0-12, 45 lb down and 32 lb up at 12-0-12, and 45 lb down and 32 lb up at 14-0-12, and 45 lb down and 32 lb up at 16-0-12 on top chord, and 6 lb down and 576 lb up at 2-0-12, 2 lb down and 20 lb up at 4-0-12, 2 lb down and 20 lb up at 6-0-12, 2 lb down and 20 lb up at 8-0-12, 2 lb down and 20 lb up at 10-0-12, 2 lb down and 20 lb up at 12-0-12, and 2 lb down and 20 lb up at 14-0-12, and 2 lb down and 20 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 88 Woods at Shelborne Job Reference (optional) I33479808 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:11 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-8nheU7IBwzUteoFzVLAeZmUZ_nhwqLoRRPleQjzBw3o 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: 1-2=-60, 2-3=-60, 3-7=-60, 7-9=-60, 9-11=-60, 12-22=-20 Concentrated Loads (lb) Vert: 18=1(F) 19=1(F) 29=-6(F) 30=1(F) 31=1(F) 32=1(F) 33=1(F) 34=1(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 88_WOODS_AT_SHELBORNE Truss TG05 Truss Type Half Hip Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479809 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-8nheU7IBwzUteoFzVLAeZmUcSnj1qZNRRPleQjzBw3o Scale = 1:13.9 1 2 3 4 7 6 5 8 9 5x12 3x4 4x6 3x8 2x4 2-0-0 2-0-0 6-0-0 4-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 6-0-0 4-0-0 0- 9 - 0 1- 3 - 7 1- 5 - 0 1- 3 - 7 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.44 0.49 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 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-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=220/Mechanical, 7=302/0-3-8 Max Horz 7=37(LC 4) Max Uplift5=-21(LC 12), 7=-60(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/27 BOT CHORD 6-7=-38/254, 6-9=-31/253, 5-9=-31/253 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) 5, 7. 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) 11 lb down and 16 lb up at 2-0-0, and 1 lb down and 10 lb up at 4-1-13 on top chord, and 2 lb up at 2-0-0, and 2 lb up at 4-1-13 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=2(B) 9=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG06 Truss Type Common Girder Qty 1 Ply 2 88 Woods at Shelborne Job Reference (optional) I33479810 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-czE0hTJphGckFxq933ht6z1i8B4JZr5bg3VBzAzBw3n Scale = 1:50.8 1 2 3 4 5 10 9 8 7 611 12 13 14 15 16 12x12 4x8 12x12 8x8 3x8 8x8 3x8 8x8 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 3-10-0 3-10-0 7-4-8 3-6-8 10-11-0 3-6-8 14-9-0 3-10-0 1- 2 - 0 6- 8 - 6 1- 2 - 0 9.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-10-4], [5:0-3-8,0-10-4], [7:0-3-8,0-4-0], [8:0-4-0,0-4-8], [9:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.76 0.42 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.02 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-9,5-7: 2x4 SPF No.2, 1-10,5-6: 2x6 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=7292/0-5-8, 6=6324/0-5-8 Max Horz 10=-156(LC 11) Max Uplift10=-262(LC 5), 6=-234(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6739/270, 2-3=-5230/265, 3-4=-5230/265, 4-5=-6667/270, 1-10=-5076/207, 5-6=-5075/207 BOT CHORD 10-11=-190/1725, 11-12=-190/1725, 9-12=-190/1725, 9-13=-212/5308, 13-14=-212/5308, 8-14=-212/5308, 8-15=-161/5251, 7-15=-161/5251, 7-16=-72/1503, 6-16=-72/1503 WEBS 3-8=-243/5923, 4-8=-1567/135, 4-7=-61/1861, 2-8=-1650/136, 2-9=-61/1964, 1-9=-98/3700, 5-7=-105/3870 NOTES-(9-10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-7 2x4 - 1 row at 0-7-0 oc, member 2-9 2x4 - 1 row at 0-7-0 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) The Fabrication Tolerance at joint 1 = 16%, joint 5 = 16% 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) except (jt=lb) 10=262, 6=234. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1807 lb down and 63 lb up at 0-10-12, 1804 lb down and 65 lb up at 2-10-12, 1804 lb down and 65 lb up at 4-10-12, 1804 lb down and 65 lb up at 6-10-12, 1804 lb down and 65 lb up at 8-10-12, and 1804 lb down and 65 lb up at 10-10-12, and 1644 lb down and 67 lb up at 12-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG06 Truss Type Common Girder Qty 1 Ply 2 88 Woods at Shelborne Job Reference (optional) I33479810 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:12 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-czE0hTJphGckFxq933ht6z1i8B4JZr5bg3VBzAzBw3n LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-1804(F) 11=-1807(F) 12=-1804(F) 13=-1804(F) 14=-1804(F) 15=-1804(F) 16=-1644(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 88_WOODS_AT_SHELBORNE Truss TG07 Truss Type Half Hip Girder Qty 2 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479811 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-czE0hTJphGckFxq933ht6z1r3B6HZ0Dbg3VBzAzBw3n Scale = 1:17.9 1 2 3 7 6 4 5 4x6 2x4 2x4 3x4 1-8-0 1-8-0 4-0-0 2-4-0 -1-0-0 1-0-0 1-8-0 1-8-0 4-0-0 2-4-0 1- 2 - 0 2- 5 - 0 2- 1 - 8 2- 5 - 0 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.30 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.04 (loc) 6 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-S Stud 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 Structural wood sheathing directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=92/Mechanical, 7=229/0-3-8, 5=48/Mechanical Max Horz 7=88(LC 5) Max Uplift4=-33(LC 3), 7=-45(LC 5), 5=-4(LC 5) Max Grav 4=92(LC 1), 7=229(LC 1), 5=62(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) 4, 7, 5. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 44 lb up at 1-8-0 on top chord, and 2 lb up at 1-8-0, and 2 lb down and 16 lb up at 1-11-4 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=3(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479812 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-49oOvpJRSakbt5PMcmC6eBau_bPzIMpkujElVczBw3m Scale = 1:19.1 1 2 3 4 5 9 8 7 6 10 11 12 13 4x10 4x6 8x8 2x4 4x8 2x4 2x4 1-10-8 1-10-8 5-11-4 4-0-12 10-0-0 4-0-12 -1-0-0 1-0-0 1-10-8 1-10-8 5-11-4 4-0-12 10-0-0 4-0-12 0- 9 - 0 1- 4 - 8 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-13] 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 NO IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.69 0.46 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-2 max.): 3-5. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=457/0-3-0, 6=381/0-1-8 Max Horz 9=42(LC 5) Max Uplift9=-73(LC 11), 6=-37(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-548/50, 3-10=-889/88, 4-10=-889/88, 4-11=-889/88, 5-11=-889/88, 2-9=-358/71 BOT CHORD 8-9=-52/481, 8-12=-46/477, 7-12=-46/477 WEBS 3-7=-45/432, 4-7=-274/88, 5-7=-91/922, 5-6=-344/53 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) 6 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) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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) 5 lb down and 10 lb up at 1-10-8, 1 lb down and 7 lb up at 3-11-12, and 1 lb down and 7 lb up at 5-11-4, and 1 lb down and 7 lb up at 7-11-4 on top chord, and 3 lb up at 1-10-8, 2 lb up at 3-11-12, and 2 lb up at 5-11-4, and 2 lb up at 7-11-4 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: 1-2=-60, 2-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 8=3(B) 7=1(B) 12=1(B) 13=1(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss V01 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479813 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-49oOvpJRSakbt5PMcmC6eBayCbS8ISQkujElVczBw3m Scale = 1:31.3 1 2 3 43x8 6x6 3x8 2x4 10-5-10 10-5-10 5-2-13 5-2-13 10-5-10 5-2-13 0- 0 - 4 3- 1 1 - 2 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [2:0-4-0,0-2-0], [3:0-2-13,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.26 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=184/10-5-10, 3=184/10-5-10, 4=401/10-5-10 Max Horz 1=-85(LC 4) Max Uplift1=-14(LC 6), 3=-19(LC 7), 4=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss V02 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479814 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YMMm68K4DtsRVFzYAUkLBO69h_gF1wxu7N_I12zBw3l Scale = 1:22.0 1 2 3 2x4 2x4 2x4 6-10-15 6-10-15 3-5-7 3-5-7 6-10-15 3-5-7 0- 0 - 4 2- 7 - 2 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.78 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=243/6-10-15, 3=243/6-10-15 Max Horz 1=54(LC 5) Max Uplift1=-10(LC 6), 3=-10(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss V03 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479815 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YMMm68K4DtsRVFzYAUkLBO6DX_qx1wxu7N_I12zBw3l Scale = 1:10.9 1 2 3 2x4 2x4 2x4 3-4-4 3-4-4 1-8-2 1-8-2 3-4-4 1-8-2 0- 0 - 4 1- 3 - 2 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=109/3-4-4, 3=109/3-4-4 Max Horz 1=24(LC 5) Max Uplift1=-4(LC 6), 3=-4(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss V04 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479816 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-YMMm68K4DtsRVFzYAUkLBO65R_oS1vGu7N_I12zBw3l Scale = 1:35.8 1 2 3 44x8 7x16 MT18HS 4x8 2x4 11-6-4 11-6-4 5-9-2 5-9-2 11-6-4 5-9-2 0- 0 - 4 4- 3 - 1 4 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [1:0-7-3,Edge], [2:1-2-0,0-2-0], [3:0-4-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.52 0.32 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 27 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=205/11-6-4, 3=205/11-6-4, 4=445/11-6-4 Max Horz 1=94(LC 5) Max Uplift1=-15(LC 6), 3=-21(LC 7), 4=-3(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-255/61 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) 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, 3, 4. 7) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss V05 Truss Type GABLE Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479817 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:ZMdGY?fnxCOPdidVXlx5ZuzWNro-0Yw8KULi_B_I6PYkkBFajcfIbO4FmNA1M1jrZUzBw3k Scale = 1:24.6 1 2 3 2x4 2x4 2x4 7-11-10 7-11-10 3-11-13 3-11-13 7-11-10 3-11-13 0- 0 - 4 2- 1 1 - 1 4 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.54 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=285/7-11-10, 3=285/7-11-10 Max Horz 1=-63(LC 4) Max Uplift1=-11(LC 6), 3=-11(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job 88_WOODS_AT_SHELBORNE Truss V06 Truss Type Valley Qty 1 Ply 1 88 Woods at Shelborne Job Reference (optional) I33479818 7.640 s Aug 16 2017 MiTek Industries, Inc. Mon May 28 16:20:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_RDGelabSOeVoClPZcxU?UzC_VT-0Yw8KULi_B_I6PYkkBFajcfNOO8ymNA1M1jrZUzBw3k Scale = 1:13.2 1 2 3 2x4 2x4 2x4 0-0-5 0-0-5 4-4-15 4-4-10 2-2-7 2-2-7 4-4-15 2-2-7 0- 0 - 4 1- 7 - 1 4 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=151/4-4-4, 3=151/4-4-4 Max Horz 1=-33(LC 4) Max Uplift1=-6(LC 6), 3=-6(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6-7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 7) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .