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HomeMy WebLinkAboutTRUSSRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Liu, Xuegang Pages or sheets covered by this seal: I30032430 thru I30032509 My license renewal date for the state of Indiana is July 31, 2018. 1700473 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: EATON C 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. June 2,2017 Job 1700473 Truss A1 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032430 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-J4N5ntDiClSoUFOnaaFp_kuOZgIxw7HGfRELdYzAanF Scale: 3/16"=1’ 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 3x6 4x6 7x10 MT18HS 3x4 3x8 5x6 3x6 3x6 2x4 3x8 3x4 3x4 3x4 8-1-0 8-1-0 16-0-0 7-11-0 27-2-14 11-2-14 32-0-0 4-9-2 -1-3-4 1-3-4 8-1-0 8-1-0 16-0-0 7-11-0 21-7-7 5-7-7 27-2-14 5-7-7 32-0-0 4-9-2 0-6-63-1-39-10-63-1-37.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [7:0-5-5,0-1-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 0.68 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.85 0.09 (loc) 10-12 10-12 9 l/defl >999 >448 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 137 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 3-12,5-12,6-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-12, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=1266/0-3-8, 2=1355/0-3-8 Max Horz 2=34(LC 6) Max Uplift 9=-82(LC 6), 2=-118(LC 6) Max Grav 9=1441(LC 26), 2=1439(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2192/145, 3-5=-1562/174, 5-6=-1646/185, 6-7=-2657/198, 8-9=-253/42 BOT CHORD 2-14=-47/1754, 12-14=-47/1754, 10-12=-27/1698, 9-10=-46/2134 WEBS 3-14=0/319, 3-12=-769/140, 5-12=-63/1102, 6-12=-800/148, 6-10=-19/671, 7-10=-321/132, 7-9=-2531/86 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 2=118. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A2 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032431 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-nGxT_DEKz2af6Pzz8Im2XxQYN4ezfcwPu5_vA_zAanE Scale: 3/16"=1’ 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 3x6 4x6 7x10 MT18HS 6x6 4x6 5x6 3x4 3x6 2x4 3x8 3x6 3x6 3x4 3x4 8-1-0 8-1-0 16-0-0 7-11-0 22-8-1 6-8-1 26-7-6 3-11-6 32-0-0 5-4-10 -1-3-4 1-3-4 8-1-0 8-1-0 16-0-0 7-11-0 22-8-1 6-8-1 26-7-6 3-11-6 32-0-0 5-4-10 0-6-65-9-39-10-62-10-05-9-37.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-4-6,0-1-3], [8:Edge,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 0.70 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.35 0.08 (loc) 2-15 2-15 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 145 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-13,5-13,6-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1355/0-3-8, 9=1266/0-3-8 Max Horz 2=34(LC 6) Max Uplift 2=-120(LC 6), 9=-79(LC 6) Max Grav 2=1433(LC 12), 9=1523(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2183/144, 3-5=-1520/184, 5-6=-1575/183, 6-7=-1742/170, 7-8=-1450/128, 8-9=-1471/107 BOT CHORD 2-15=-45/1745, 13-15=-45/1745, 11-13=-24/1665, 10-11=0/1109 WEBS 3-15=0/351, 3-13=-778/128, 5-13=-50/963, 6-13=-738/114, 6-11=-689/104, 7-11=-50/959, 7-10=-450/62, 8-10=-18/1181 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 2=120. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A3 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032432 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-FSUrBZFykMiWkZX9h?HH49zlmUx1O3ZZ6ljSiQzAanD Scale: 3/16"=1’ 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 3x6 4x6 7x10 MT18HS 4x6 2x8 5x6 4x6 3x6 2x4 3x8 3x8 3x4 3x6 3x6 8-1-0 8-1-0 18-1-3 10-0-3 22-0-9 3-11-6 32-0-0 9-11-7 -1-3-4 1-3-4 8-1-0 8-1-0 16-0-0 7-11-0 18-1-3 2-1-3 22-0-9 3-11-6 26-10-8 4-10-0 32-0-0 5-1-8 0-6-68-5-39-10-62-10-08-5-37.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-4-5,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.84 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.67 0.09 (loc) 10-11 10-11 10 l/defl >999 >567 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 156 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15,8-11,9-10,8-10: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-13, 6-11, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1355/0-3-8, 10=1266/0-3-8 Max Horz 2=34(LC 6) Max Uplift 2=-121(LC 6), 10=-77(LC 6) Max Grav 2=1427(LC 12), 10=1561(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2182/141, 3-5=-1413/183, 5-6=-1569/226, 6-7=-1235/175, 7-8=-1519/174, 9-10=-281/66 BOT CHORD 2-15=-43/1744, 13-15=-43/1744, 11-13=0/1218, 10-11=-16/1117 WEBS 3-15=0/403, 3-13=-847/122, 5-13=-108/1145, 6-13=-705/128, 6-11=-395/22, 7-11=-2/389, 8-10=-1594/88 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=121. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A4 Truss Type COMMON Qty 4 Ply 1 EATON C Job Reference (optional) I30032433 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-jf2DPuFbVgqNLi6MFjpWcMWyNuI17XpiLPT?EszAanC Scale = 1:64.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 173x4 4x6 3x8 5x6 4x6 3x4 2x4 3x4 3x8 3x6 3x6 3x4 4x6 3x4 8-0-10 8-0-10 17-11-11 9-11-1 24-10-1 6-10-7 32-0-0 7-1-15 -1-3-4 1-3-4 6-1-4 6-1-4 12-0-7 5-11-4 17-11-11 5-11-4 24-10-1 6-10-7 32-0-0 7-1-15 0-6-611-0-32-10-07.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.79 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.57 0.07 (loc) 13-15 13-15 10 l/defl >999 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 146 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-13,6-13,8-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1355/0-3-8, 10=1266/Mechanical Max Horz 2=34(LC 6) Max Uplift 2=-118(LC 6), 10=-71(LC 6) Max Grav 2=1443(LC 12), 10=1391(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2242/140, 3-5=-2102/183, 5-6=-1359/196, 6-8=-1374/193, 8-9=-1486/137, 9-10=-1323/109 BOT CHORD 2-15=-60/1810, 13-15=0/1384, 11-13=0/1143 WEBS 3-15=-326/133, 5-15=-1/562, 5-13=-691/144, 6-13=-85/900, 8-13=-278/110, 8-11=-275/86, 9-11=-8/1173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=118. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A4T Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032434 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CrcbcEGDGzyEzshYpQKl9a27BIeTsufsa3CZmJzAanB Scale = 1:71.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 203x4 4x6 3x8 6x12 2x4 3x8 6x10 2x4 2x4 3x4 6x10 3x6 3x6 3x6 3x4 4x6 4x12 0-11-7 0-11-7 4-7-0 3-7-9 9-9-8 5-2-8 17-11-11 8-2-3 24-10-1 6-10-7 32-0-0 7-1-15 -1-3-4 1-3-4 4-7-0 4-7-0 9-9-8 5-2-8 13-10-9 4-1-1 17-11-11 4-1-1 24-10-1 6-10-7 32-0-0 7-1-15 0-6-611-0-32-10-01-0-07.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-8-5,0-1-3], [2:0-0-8,0-2-10], [14:0-4-8,0-3-0], [16:0-4-8,0-2-4], [17:0-4-8,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.77 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.56 0.15 (loc) 14-15 14-15 11 l/defl >999 >686 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-18: 2x6 SPF No.2, 6-14,7-14,9-14: 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1345/0-3-8, 11=1272/Mechanical Max Horz 2=37(LC 6) Max Uplift 2=-116(LC 6), 11=-73(LC 6) Max Grav 2=1438(LC 12), 11=1397(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3080/182, 3-4=-2338/171, 4-6=-2385/265, 6-7=-1345/206, 7-9=-1382/195, 9-10=-1495/139, 10-11=-1330/110 BOT CHORD 2-18=-29/683, 16-17=-129/3037, 12-14=0/1151 WEBS 3-17=0/456, 4-16=-374/134, 3-16=-1210/116, 14-16=0/1257, 6-16=-110/1164, 6-14=-825/139, 7-14=-103/954, 9-14=-278/110, 9-12=-276/88, 10-12=-10/1182, 2-17=-89/1947 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A5 Truss Type COMMON Qty 1 Ply 1 EATON C Job Reference (optional) I30032435 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CrcbcEGDGzyEzshYpQKl9a23GIfMs0esa3CZmJzAanB Scale = 1:59.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x6 4x6 3x10 5x6 3x4 3x8 3x6 2x4 3x6 2x4 5x6 3x4 8-1-0 8-1-0 16-0-0 7-11-0 23-11-0 7-11-0 32-0-0 8-1-0 -1-3-4 1-3-4 8-1-0 8-1-0 16-0-0 7-11-0 23-11-0 7-11-0 32-0-0 8-1-0 0-6-69-10-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-5-0,0-2-12], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.72 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.38 0.11 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4,6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-9,3-13: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1359/0-3-8, 8=1270/Mechanical Max Horz 2=23(LC 6) Max Uplift 2=-118(LC 6), 8=-71(LC 6) Max Grav 2=1447(LC 12), 8=1394(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2210/142, 3-5=-1546/180, 5-7=-1546/181, 7-8=-2201/145 BOT CHORD 2-13=-33/1766, 11-13=-33/1766, 9-11=-39/1784, 8-9=-39/1784 WEBS 5-11=-48/982, 7-11=-802/138, 7-9=0/355, 3-11=-781/130, 3-13=0/349 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=118. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A5T Truss Type SPECIAL Qty 3 Ply 1 EATON C Job Reference (optional) I30032436 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8DkM1wITobDyCArxwrMDE?8Pv5JkKpV81NhgrBzAan9 Scale = 1:65.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x6 3x10 5x6 3x8 4x12 4x16 6x10 2x4 2x4 3x4 4x9 5x9 3x6 2x4 5x6 4-7-0 4-7-0 9-9-8 5-2-8 16-0-0 6-2-8 23-11-0 7-11-0 32-0-0 8-1-0 -1-3-4 1-3-4 4-7-0 4-7-0 9-9-8 5-2-8 16-0-0 6-2-8 23-11-0 7-11-0 32-0-0 8-1-0 0-6-69-10-60-6-61-0-07.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [7:0-5-0,0-2-12], [9:0-6-0,0-1-3], [9:0-1-0,0-0-9], [14:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.98 0.79 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.39 0.18 (loc) 9-10 9-10 9 l/defl >999 >977 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-16: 2x10 SP No.2, 6-14,6-12,8-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1357/0-3-8, 9=1269/Mechanical Max Horz 2=23(LC 6) Max Uplift 2=-119(LC 6), 9=-72(LC 6) Max Grav 2=1445(LC 12), 9=1393(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2296/138, 3-5=-2317/168, 5-6=-2414/293, 6-8=-1544/182, 8-9=-2200/147 BOT CHORD 2-16=-67/1856, 14-15=-107/2971, 10-12=-40/1784, 9-10=-40/1784 WEBS 5-14=-471/168, 3-14=-1147/102, 12-14=0/1058, 6-14=-154/1321, 6-12=0/441, 8-12=-806/139, 8-10=0/355 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 2=119. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A5V Truss Type SPECIAL Qty 6 Ply 1 EATON C Job Reference (optional) I30032437 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-8DkM1wITobDyCArxwrMDE?8Qa5IwKrD81NhgrBzAan9 Scale = 1:59.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 176x12 MT18HS 5x9 4x9 4x9 2x4 6x8 7x12 5x6 10x12 3x6 2x4 5x6 3x6 5x6 2-0-0 2-0-0 3-0-0 1-0-0 8-10-4 5-10-4 14-8-8 5-10-4 15-8-8 1-0-0 23-7-8 7-11-0 31-8-8 8-1-0 2-0-0 2-0-0 8-10-4 6-10-4 15-8-8 6-10-4 23-7-8 7-11-0 31-8-8 8-1-0 0-8-79-10-60-6-61-6-00-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-1-15,0-0-8], [2:0-1-10,0-2-10], [3:0-3-6,0-0-14], [3:0-0-4,0-3-4], [3:0-1-12,0-1-12], [4:0-5-0,0-3-0], [6:0-4-8,Edge], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3], [11:0-1-4,0-1-4], [16:0-1-12,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.84 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.79 0.56 (loc) 3-14 3-14 8 l/defl >999 >477 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 158 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E, 6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 3-16: 2x4 SP No.3 WEBS 2x4 SPF Stud/No.3 *Except* 5-11,7-12: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 4-13, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1247/Mechanical, 8=1259/0-3-8 Max Uplift 1=-80(LC 6), 8=-72(LC 6) Max Grav 1=1369(LC 11), 8=1382(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-949/73, 2-3=-367/58, 3-4=-2583/158, 4-5=-1836/182, 5-7=-1577/186, 7-8=-2173/144 BOT CHORD 3-14=-38/2306, 13-14=-35/2313, 12-13=0/1525, 8-9=-38/1756 WEBS 5-12=-576/0, 4-14=0/310, 4-13=-1147/136, 5-13=0/1681, 9-12=-34/1623, 7-12=-724/128, 7-9=0/316 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A6 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032438 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cQIkFGI5YuLpqKQ7UZtSnCgccVhQ3JAIG1RDNezAan8 Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 3x10 4x9 5x10 MT18HS 6x6 3x4 3x6 3x4 3x4 3x4 3x4 2x4 5x9 3x4 3x6 2x4 5x6 3x4 8-2-11 8-2-11 16-6-14 8-4-3 20-3-7 3-8-9 25-10-15 5-7-8 31-8-8 5-9-9 6-10-6 6-10-6 13-10-3 6-11-14 16-6-14 2-8-10 20-3-7 3-8-9 25-10-15 5-7-8 31-8-8 5-9-9 32-11-12 1-3-4 0-8-76-11-138-9-60-6-66-11-137.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [6:0-5-14,0-1-2], [10:0-1-0,0-0-9], [10:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.69 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.35 0.10 (loc) 15-17 15-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 145 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-17,5-15: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 3-10-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-5-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1261/0-3-8, 10=1349/0-3-8 Max Horz 1=-23(LC 6) Max Uplift 1=-74(LC 6), 10=-123(LC 6) Max Grav 1=1367(LC 12), 10=1742(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2112/158, 3-5=-2041/239, 5-6=-1994/237, 6-7=-1688/181, 7-9=-1985/177, 9-10=-2609/140 BOT CHORD 1-17=-32/1703, 15-17=0/1194, 13-15=0/1508, 12-13=-30/2085, 10-12=-30/2085 WEBS 3-17=-422/179, 5-17=-76/699, 5-15=-87/1225, 6-15=-1161/160, 7-15=0/326, 7-13=0/446, 9-13=-678/79, 9-12=0/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=123. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A7 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032439 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-4cs6ScJjJCTgSU?J2GOhJQDn9v0coo7RVhAmv4zAan7 Scale = 1:60.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x4 4x6 7x10 MT18HS 6x6 5x6 3x4 3x6 2x4 3x8 3x4 2x4 5x6 4x6 7-1-14 7-1-14 14-1-11 6-11-14 21-5-3 7-3-8 25-1-13 3-8-9 32-0-0 6-10-3 -1-3-4 1-3-4 7-1-14 7-1-14 14-1-11 6-11-14 21-5-3 7-3-8 25-1-13 3-8-9 32-0-0 6-10-3 33-3-4 1-3-4 0-6-64-3-138-9-60-6-64-3-137.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [6:0-5-3,0-1-3], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.76 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.39 0.12 (loc) 11-13 11-13 8 l/defl >999 >986 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 136 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6,7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-13,6-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-1-15 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1353/0-3-8, 8=1353/0-3-8 Max Uplift 2=-119(LC 6), 8=-123(LC 6) Max Grav 2=1431(LC 12), 8=1733(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2210/140, 3-5=-1672/176, 5-6=-1783/168, 6-7=-2582/185, 7-8=-2475/138 BOT CHORD 2-15=-17/1779, 13-15=-17/1779, 11-13=-48/2537, 10-11=-16/1944, 8-10=-14/1950 WEBS 3-15=0/299, 3-13=-650/110, 5-13=-39/1108, 6-13=-1430/143, 6-11=-577/102, 7-11=-43/874 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=119, 8=123. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A8 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032440 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-YoPUgyKL4WbX3daVczwwsdmyEJMiXCubjLwKSWzAan6 Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 3x4 4x6 7x10 MT18HS 4x6 5x6 3x4 3x6 2x4 3x8 3x8 4x6 3x6 5x6 4x6 7-1-14 7-1-14 14-1-11 6-11-14 22-4-6 8-2-10 26-0-15 3-8-9 32-0-0 5-11-1 -1-3-4 1-3-4 7-1-14 7-1-14 14-1-11 6-11-14 18-3-1 4-1-5 22-4-6 4-1-5 26-0-15 3-8-9 32-0-0 5-11-1 33-3-4 1-3-4 0-6-63-9-58-9-60-6-63-9-57.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [7:0-4-1,0-1-2], [9:0-1-0,0-0-9], [9:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.71 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.49 0.12 (loc) 12-14 12-14 9 l/defl >999 >781 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 135 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-11-3 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1353/0-3-8, 9=1353/0-3-8 Max Uplift 2=-119(LC 6), 9=-124(LC 6) Max Grav 2=1432(LC 12), 9=1725(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2215/141, 3-5=-1682/174, 5-6=-1736/186, 6-7=-3321/252, 7-8=-2029/151, 8-9=-2523/138 BOT CHORD 2-16=-19/1785, 14-16=-19/1785, 12-14=0/1893, 11-12=-54/2767, 9-11=-25/2008 WEBS 3-16=0/294, 3-14=-663/117, 5-14=-83/1313, 6-14=-1073/138, 6-12=-92/1513, 7-12=-1158/157, 7-11=-1084/39, 8-11=0/867 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=119, 9=124. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A9 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032441 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-0?zttIL_rpjOhn9i9hR9OrI54ifNGeDky_ft_zzAan5 Scale = 1:63.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 3x4 4x6 10x10 7x12 4x6 6x6 3x6 3x4 2x4 2x4 5x9 4x9 5x9 3x4 3x8 3x6 8-11-15 8-11-15 18-3-12 9-3-13 26-7-13 8-4-1 30-4-6 3-8-9 30-4-8 0-0-2 32-0-0 1-7-8 -1-3-4 1-3-4 7-1-14 7-1-14 14-1-11 6-11-14 18-3-12 4-2-1 22-5-13 4-2-1 26-7-13 4-2-1 30-4-6 3-8-9 32-0-0 1-7-10 33-3-4 1-3-4 0-6-61-3-58-9-60-6-61-3-57.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [2:Edge,0-3-2], [10:0-2-5,Edge], [10:0-0-0,0-0-11], [13:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 0.93 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.74 0.12 (loc) 13-15 13-15 12 l/defl >999 >492 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-14: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 5-17,5-15,7-13,8-12: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1293/0-3-8, 12=1416/0-3-8 Max Horz 2=1(LC 7) Max Uplift 2=-111(LC 6), 12=-171(LC 6) Max Grav 2=1375(LC 12), 12=1757(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2082/139, 3-5=-1958/204, 5-6=-2323/225, 6-7=-2288/145, 7-8=-5270/162, 9-10=-135/363 BOT CHORD 2-17=-17/1675, 15-17=0/1194, 13-15=-42/2551, 12-13=-59/4676, 10-12=-265/149 WEBS 3-17=-460/175, 5-17=-52/733, 5-15=-78/1377, 6-15=-448/108, 7-15=-949/111, 7-13=-5/2530, 8-13=-1678/90, 8-12=-4887/197, 9-12=-380/121 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 2=111, 12=171. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss A51 Truss Type COMMON Qty 3 Ply 1 EATON C Job Reference (optional) I30032442 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-g1A_qaHr1H45b0GkN8r_hnbFFh0wbU2?ojy6JlzAanA Scale = 1:60.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 3x8 4x6 3x8 5x6 3x4 3x8 3x6 2x4 3x6 2x4 5x6 3x4 8-1-0 8-1-0 16-0-0 7-11-0 23-11-0 7-11-0 32-0-0 8-1-0 -1-3-4 1-3-4 8-1-0 8-1-0 16-0-0 7-11-0 23-11-0 7-11-0 32-0-0 8-1-0 33-3-4 1-3-4 0-6-69-10-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.70 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.11 (loc) 8-10 2-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-4,6-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,3-14: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1353/0-3-8, 8=1353/0-3-8 Max Uplift 2=-117(LC 6), 8=-117(LC 6) Max Grav 2=1442(LC 12), 8=1442(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2199/138, 3-5=-1535/177, 5-7=-1535/177, 7-8=-2199/138 BOT CHORD 2-14=-7/1763, 12-14=-7/1763, 10-12=-7/1763, 8-10=-7/1763 WEBS 5-12=-42/964, 7-12=-777/129, 7-10=0/350, 3-12=-777/129, 3-14=0/350 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 2=117, 8=117. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss AGR Truss Type HIP Qty 1 Ply 2 EATON C Job Reference (optional) I30032443 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zN5dIzMENRz5w5I4H6TdTGNcPWTwkf21PI8_2rzAan3 Scale = 1:57.1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 3x4 6x6 6x6 3x6 3x6 4x6 3x6 2x4 3x4 3x6 3x4 3x8 2x4 3x4 3x6 3x4 3x6 2x4 4x6 4-1-6 4-1-6 7-9-4 3-7-14 11-5-2 3-7-14 16-0-0 4-6-14 20-6-14 4-6-14 24-2-12 3-7-14 27-10-10 3-7-14 32-0-0 4-1-6 -1-3-4 1-3-4 4-1-6 4-1-6 7-9-4 3-7-14 11-5-2 3-7-14 16-0-0 4-6-14 20-6-14 4-6-14 24-2-12 3-7-14 27-10-10 3-7-14 32-0-0 4-1-6 0-6-66-11-147-2-60-6-66-11-147.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [11:0-3-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.42 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.18 0.06 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 351 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=2168/0-3-8, 2=2242/0-3-8 Max Horz 2=26(LC 6) Max Uplift 11=-369(LC 6), 2=-411(LC 6) Max Grav 11=2571(LC 18), 2=2685(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4341/650, 3-4=-3809/651, 4-6=-3240/623, 6-7=-2976/622, 7-8=-2976/622, 8-9=-3279/637, 9-10=-3851/667, 10-11=-4394/674 BOT CHORD 2-20=-500/3563, 19-20=-500/3563, 18-19=-450/3203, 16-18=-368/2717, 14-16=-380/2750, 13-14=-463/3242, 12-13=-523/3614, 11-12=-523/3614 WEBS 3-20=0/252, 3-19=-438/61, 4-19=-68/560, 4-18=-772/131, 6-18=-150/973, 6-16=-112/675, 7-16=-682/121, 8-16=-91/620, 8-14=-175/1043, 9-14=-780/133, 9-13=-70/557, 10-13=-453/73, 10-12=0/259 NOTES- 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=369, 2=411. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss AGR Truss Type HIP Qty 1 Ply 2 EATON C Job Reference (optional) I30032443 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:50 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zN5dIzMENRz5w5I4H6TdTGNcPWTwkf21PI8_2rzAan3 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 146 lb down and 43 lb up at 3-5-14, 125 lb down and 44 lb up at 5-5-14, 125 lb down and 47 lb up at 7-5-14, 125 lb down and 50 lb up at 9-5-14, 125 lb down and 52 lb up at 11-5-14, 125 lb down and 52 lb up at 13-5-14, 125 lb down and 52 lb up at 15-5-14, 125 lb down and 52 lb up at 17-5-14, 125 lb down and 52 lb up at 19-5-14, 125 lb down and 52 lb up at 20-6-2, 125 lb down and 50 lb up at 22-6-2, 125 lb down and 47 lb up at 24-6-2, and 125 lb down and 44 lb up at 26-6-2, and 146 lb down and 43 lb up at 28-6-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-11=-60, 2-11=-20 Concentrated Loads (lb) Vert: 19=-125(F) 18=-125(F) 14=-125(F) 13=-125(F) 23=-146(F) 24=-125(F) 25=-125(F) 26=-125(F) 27=-125(F) 28=-125(F) 29=-125(F) 30=-125(F) 31=-125(F) 32=-146(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1700473 Truss B Truss Type SPECIAL Qty 6 Ply 1 EATON C Job Reference (optional) I30032444 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Raf?VJNs8k5yYFtHrp_s0TwdAwimT?xAeyuXbHzAan2 Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 3x4 4x6 3x4 3x10 6x8 6x12 3x4 2x4 5x6 3x6 3x4 2x4 6x6 3-3-8 3-3-8 12-1-11 8-10-3 20-11-13 8-10-3 30-0-0 9-0-3 -1-3-4 1-3-4 3-3-8 3-3-8 9-6-14 6-3-6 15-10-5 6-3-6 22-10-2 6-11-14 30-0-0 7-1-14 31-3-4 1-3-4 0-6-69-9-60-6-61-0-07.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-0-2], [2:0-11-7,0-0-3], [2:0-3-1,1-8-7], [2:0-0-2,Edge], [9:0-1-0,0-0-9], [9:0-6-0,0-1-3], [9:Edge,0-3-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.91 0.83 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.74 0.23 (loc) 13-14 13-14 9 l/defl >999 >485 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-13,6-11: 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1273/0-3-8, 9=1273/0-3-8 Max Horz 2=28(LC 6) Max Uplift 2=-113(LC 6), 9=-112(LC 6) Max Grav 2=1354(LC 12), 9=1355(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3969/151, 3-4=-3824/263, 4-6=-1883/194, 6-8=-1914/206, 8-9=-2040/142 BOT CHORD 2-14=-98/3413, 13-14=-18/1772, 11-13=0/1082, 9-11=-19/1640 WEBS 4-14=-112/1833, 4-13=-694/170, 6-13=-40/879, 6-11=-56/721, 8-11=-458/173 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=113, 9=112. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss BD Truss Type MONO TRUSS Qty 9 Ply 1 EATON C Job Reference (optional) I30032445 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Raf?VJNs8k5yYFtHrp_s0Twm9wtxT9uAeyuXbHzAan2 Scale = 1:20.9 1 2 3 5 4 6 7 4x6 2x4 3x4 2x8 3x4 3-11-8 3-11-8 -1-7-12 1-7-12 3-10-0 3-10-0 3-11-8 0-1-8 0-6-63-2-11-3-83-2-18.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 2-5 2-5 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=280/0-3-8, 7=107/0-3-8 Max Horz 2=93(LC 4) Max Uplift 2=-79(LC 4), 7=-13(LC 4) Max Grav 2=296(LC 6), 7=148(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss BDGR Truss Type MONO TRUSS Qty 1 Ply 1 EATON C Job Reference (optional) I30032446 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Raf?VJNs8k5yYFtHrp_s0Twe6wuST8qAeyuXbHzAan2 Scale = 1:21.9 1 2 3 6 5 4 7 8 4x9 4x6 2x4 4x6 3x4 2-5-2 2-5-2 -3-9-5 3-9-5 2-5-2 2-5-2 1-7-93-0-151-3-83-0-157.16 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-5-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.85 0.01 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=535/0-7-13, 8=-144/0-3-8 Max Horz 6=87(LC 5) Max Uplift 6=-269(LC 4), 8=-319(LC 6) Max Grav 6=794(LC 6), 8=114(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-777/279 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.8 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=269, 8=319. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss BGR Truss Type SPECIAL Qty 1 Ply 2 EATON C Job Reference (optional) I30032447 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Nynmw?P6gMLgnY1fyE0K5u?5ajOaxyAT6GNefAzAan0 Scale = 1:56.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3x4 6x6 6x6 3x4 4x9 10x10 4x6 3x6 4x6 3x6 3x4 2x4 3x8 3x4 3x6 2x4 3x6 3-3-8 3-3-8 7-10-11 4-7-3 12-5-14 4-7-3 15-10-5 3-4-6 19-2-11 3-4-6 24-4-10 5-1-15 30-0-0 5-7-6 -1-3-4 1-3-4 3-3-8 3-3-8 7-10-11 4-7-3 12-5-14 4-7-3 15-10-5 3-4-6 19-2-11 3-4-6 24-4-10 5-1-15 30-0-0 5-7-6 31-3-4 1-3-4 0-6-67-7-57-9-130-6-61-0-06-7-57.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-2], [11:0-3-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.80 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.30 0.16 (loc) 18-19 18-19 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 316 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2034/0-3-8, 11=2065/0-3-8 Max Horz 2=28(LC 6) Max Uplift 2=-364(LC 6), 11=-401(LC 6) Max Grav 2=2493(LC 18), 11=2566(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7572/1010, 3-4=-4519/698, 4-6=-3269/588, 6-7=-2770/558, 7-8=-2770/558, 8-10=-3140/576, 10-11=-4007/625 BOT CHORD 2-19=-846/6528, 18-19=-775/5958, 17-18=-499/3842, 16-17=-323/2699, 14-16=-315/2578, 13-14=-441/3274, 11-13=-441/3274 WEBS 3-19=-224/2090, 3-18=-2184/286, 4-18=-121/1074, 4-17=-1457/224, 6-17=-178/1198, 6-16=-61/358, 7-16=-549/92, 8-16=-78/539, 8-14=-151/866, 10-14=-817/148, 10-13=-34/419 NOTES- 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 0-7-0 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) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=364, 11=401. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss BGR Truss Type SPECIAL Qty 1 Ply 2 EATON C Job Reference (optional) I30032447 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:53 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Nynmw?P6gMLgnY1fyE0K5u?5ajOaxyAT6GNefAzAan0 NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 51 lb up at 4-6-11, 115 lb down and 42 lb up at 6-6-11, 112 lb down and 45 lb up at 8-6-11, 112 lb down and 49 lb up at 10-6-11, 112 lb down and 51 lb up at 12-6-11, 112 lb down and 51 lb up at 14-6-11, 112 lb down and 51 lb up at 16-6-11, 112 lb down and 51 lb up at 18-6-11, 112 lb down and 51 lb up at 19-1-15, 112 lb down and 49 lb up at 21-1-15, 112 lb down and 45 lb up at 23-1-15, and 115 lb down and 42 lb up at 25-1-15, and 109 lb down and 53 lb up at 27-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-12=-60, 2-19=-20, 11-19=-20 Concentrated Loads (lb) Vert: 15=-112(F) 17=-112(F) 14=-112(F) 24=-205(F) 25=-115(F) 26=-112(F) 27=-112(F) 28=-112(F) 29=-112(F) 30=-112(F) 31=-112(F) 32=-115(F) 33=-109(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1700473 Truss C Truss Type HIP Qty 7 Ply 1 EATON C Job Reference (optional) I30032448 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Nynmw?P6gMLgnY1fyE0K5u??ojS7x1sT6GNefAzAan0 Scale = 1:67.3 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 4x6 3x6 2x4 3x4 3x8 3x4 6x10 2x4 7x10 MT18HS 3x8 5-11-4 5-11-4 15-3-12 9-4-8 22-0-0 6-8-4 -1-7-12 1-7-12 5-11-4 5-11-4 10-7-8 4-8-4 15-3-12 4-8-4 22-0-0 6-8-4 23-7-12 1-7-12 4-1-012-0-03-1-012-0-016.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-3], [3:0-3-2,0-2-0], [5:0-3-2,0-2-0], [7:0-3-0,0-2-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.51 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.32 0.01 (loc) 10-12 10-12 9 l/defl >999 >810 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 144 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,2-12,7-10: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=976/0-3-8, 9=976/0-3-8 Max Horz 13=-2(LC 4) Max Uplift 13=-109(LC 4), 9=-117(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-737/203, 3-4=-437/203, 4-5=-466/202, 5-7=-793/182, 2-13=-933/135, 7-9=-922/147 BOT CHORD 10-12=0/396 WEBS 5-10=-14/261, 2-12=0/365, 7-10=0/324 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) 13=109, 9=117. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss C1 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032449 8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:27:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-i2fkpFhpUnoiR_DZd02oVEtb?TwjY8xX?nUqJbzAKu9 Scale = 1:43.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 6x6 6x6 8x8 8x8 2x4 4x6 3x4 3x8 3x4 3x4 3x6 2x4 3x6 3-10-8 3-10-8 10-1-8 6-3-0 12-10-8 2-9-0 20-1-8 7-3-0 22-0-0 1-10-8 -1-7-12 1-7-12 3-10-8 3-10-8 10-1-8 6-3-0 12-10-8 2-9-0 20-1-8 7-3-0 22-0-0 1-10-8 23-7-12 1-7-12 4-1-09-0-85-4-89-3-03-1-09-0-816.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-14,0-3-0], [4:0-3-14,0-3-0], [5:0-1-14,Edge], [6:0-6-2,Edge], [7:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.18 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-14,3-12,4-12,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=976/0-3-8, 9=976/0-3-8 Max Horz 15=-2(LC 4) Max Uplift 15=-113(LC 4), 9=-126(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-632/207, 3-4=-617/182, 4-5=-1042/234, 5-6=-937/165, 6-7=-487/187, 2-15=-957/133, 7-9=-1012/122 BOT CHORD 13-14=0/312, 12-13=0/312, 11-12=0/907, 10-11=0/287 WEBS 3-12=-26/392, 4-12=-95/519, 5-12=-837/190, 5-11=-340/103, 6-11=-68/747, 6-10=-361/0, 2-14=0/455, 7-10=0/585 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-7-12 to 23-7-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 113 lb uplift at joint 15 and 126 lb uplift at joint 9. 7) 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 MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss C1 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032449 8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:27:32 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-i2fkpFhpUnoiR_DZd02oVEtb?TwjY8xX?nUqJbzAKu9 NOTES- 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1700473 Truss C2 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032450 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-r9L88LPkRfTXPicsWyYZe6YAa7r5gPNdKw6CBczAan? Scale = 1:70.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 6x6 6x6 7x10 MT18HS 6x6 2x4 3x4 3x4 3x8 3x4 3x4 6x10 2x4 3x6 5-10-8 5-10-8 8-1-8 2-3-0 10-10-8 2-9-0 18-1-8 7-3-0 22-0-0 3-10-8 -1-7-12 1-7-12 5-10-8 5-10-8 8-1-8 2-3-0 10-10-8 2-9-0 18-1-8 7-3-0 22-0-0 3-10-8 23-7-12 1-7-12 4-1-011-8-88-0-811-11-03-1-011-8-816.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-3], [3:0-3-14,0-3-0], [4:0-3-14,0-3-0], [5:0-5-13,0-2-8], [6:0-3-14,0-3-0], [7:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.34 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.18 0.01 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-14,3-13,4-13,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=976/0-3-8, 9=976/0-3-8 Max Horz 15=-2(LC 4) Max Uplift 15=-107(LC 4), 9=-120(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/207, 3-4=-485/204, 4-5=-846/282, 5-6=-685/172, 6-7=-689/176, 2-15=-925/138, 7-9=-961/134 BOT CHORD 13-14=0/323, 11-13=0/614, 10-11=0/355 WEBS 3-13=-5/256, 4-13=-206/556, 5-13=-831/218, 6-11=-29/385, 2-14=0/364, 7-10=0/464 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) 15=107, 9=120. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss C3 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032451 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-JLuWLhQNCzbO1sB24f3oAJ5K8X4XPr6mZaslk3zAan_ Scale = 1:70.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 6x8 4x6 6x6 6x6 2x4 3x4 5x9 3x4 3x4 6x10 2x4 6x10 5-11-4 5-11-4 8-0-12 2-1-8 8-10-8 0-9-12 16-1-8 7-3-0 22-0-0 5-10-8 -1-7-12 1-7-12 5-11-4 5-11-4 8-0-12 2-1-8 8-10-8 0-9-12 16-1-8 7-3-0 22-0-0 5-10-8 23-7-12 1-7-12 4-1-010-8-812-0-03-1-012-0-016.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-3], [3:0-2-13,Edge], [4:0-3-2,0-2-0], [6:0-3-14,0-3-0], [7:Edge,0-1-3], [12:0-4-4,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.77 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.33 0.01 (loc) 10-11 10-11 9 l/defl >999 >783 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-12: 2x4 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-14,2-13,7-9,7-10: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)14=976/0-3-8, 9=976/0-3-8 Max Horz 14=-2(LC 4) Max Uplift 14=-109(LC 4), 9=-118(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-720/210, 3-4=-521/218, 4-5=-733/320, 5-6=-506/187, 6-7=-779/184, 2-14=-914/138, 7-9=-944/147 BOT CHORD 12-13=0/315, 11-12=0/409, 10-11=0/367 WEBS 3-13=-280/0, 3-12=-73/548, 4-12=-229/398, 5-11=-737/313, 2-13=0/346, 7-10=0/390 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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) 14=109, 9=118. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss D Truss Type Scissor Qty 4 Ply 1 EATON C Job Reference (optional) I30032452 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-nXSuY1R?zHjFe0mEdMa1jXdVLxSo8JTwoEbIFVzAamz Scale = 1:28.5 1 2 3 4 5 6 7 8 4x6 4x6 3x8 3x8 5x9 4x6 3x8 3x8 7-2-0 7-2-0 14-4-0 7-2-0 -1-3-4 1-3-4 7-2-0 7-2-0 14-4-0 7-2-0 15-7-4 1-3-4 0-6-64-1-60-6-62-3-86.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-2-4], [2:0-3-7,Edge], [2:0-2-11,1-6-8], [4:0-0-11,0-2-4], [4:0-3-7,Edge], [4:0-2-11,1-6-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.64 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.36 0.22 (loc) 2-6 2-6 4 l/defl >999 >463 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=647/0-3-8, 4=647/0-3-8 Max Uplift 2=-138(LC 6), 4=-138(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1703/93, 3-4=-1703/93 BOT CHORD 2-6=0/1511, 4-6=0/1511 WEBS 3-6=0/1110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=138, 4=138. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss DG Truss Type GABLE Qty 1 Ply 1 EATON C Job Reference (optional) I30032453 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-nXSuY1R?zHjFe0mEdMa1jXdfuxct8QZwoEbIFVzAamz Scale = 1:28.5 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 4x6 3x8 3x8 5x6 4x6 3x8 3x8 7-2-0 7-2-0 14-4-0 7-2-0 -1-3-4 1-3-4 7-2-0 7-2-0 14-4-0 7-2-0 15-7-4 1-3-4 0-6-64-1-60-6-62-3-86.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-2-4], [2:0-3-7,Edge], [2:0-2-11,1-6-8], [10:0-0-11,0-2-4], [10:0-3-7,Edge], [10:0-2-11,1-6-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 16-17,13-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-4-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 15, 16, 17, 18, 14, 13, 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss DGR Truss Type COMMON GIRDER Qty 1 Ply 2 EATON C Job Reference (optional) I30032454 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:ljMsoYj1Q7aRkkKUc9ANXEzYj6j-Fk0GmNSdkar6GALQB45GGkAkpLj3tk830uLsnxzAamy Scale = 1:25.6 1 2 3 4 5 9 8 7 6 15 16 10 11 12 13 14 3x8 5x6 4x6 3x8 3x10 3x8 10x10 3x10 3x8 3-10-1 3-10-1 7-2-0 3-3-15 10-5-15 3-3-15 14-4-0 3-10-1 3-10-1 3-10-1 7-2-0 3-3-15 10-5-15 3-3-15 14-4-0 3-10-1 0-6-64-1-60-6-66.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-8], [5:0-8-0,0-0-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.52 0.90 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.06 (loc) 7-9 7-9 5 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=4824/0-3-8, 5=4886/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8196/0, 2-3=-5690/0, 3-4=-5691/0, 4-5=-7917/0 BOT CHORD 1-9=0/7123, 7-9=0/7123, 6-7=0/6882, 5-6=0/6882 WEBS 2-9=0/2521, 3-7=0/4818, 4-6=0/2229, 2-7=-2437/2, 4-7=-2153/15 NOTES- 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 1-3=-60, 3-5=-60 Concentrated Loads (lb) Vert: 9=-1223 7=-1223 10=-1246 11=-1223 12=-1223 13=-1223 14=-1223 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss E Truss Type SPECIAL Qty 2 Ply 1 EATON C Job Reference (optional) I30032455 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Fk0GmNSdkar6GALQB45GGkAmsLtytj530uLsnxzAamy Scale = 1:82.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x6 3x6 2x4 3x6 2x4 2x4 3x6 3x4 2x4 3x8 4x6 3x4 4x6 1-9-8 1-9-8 7-0-0 5-2-8 12-2-8 5-2-8 14-0-0 1-9-8 -1-7-12 1-7-12 1-9-8 1-9-8 7-0-0 5-2-8 12-2-8 5-2-8 14-0-0 1-9-8 15-7-12 1-7-12 3-1-012-5-03-1-01-0-016.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [5:Edge,0-1-13], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [8:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.26 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.17 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=656/0-5-8, 10=656/0-5-8 Max Uplift 16=-108(LC 4), 10=-108(LC 4) Max Grav 16=670(LC 8), 10=670(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/170, 3-5=-511/172, 5-7=-511/172, 7-8=-265/170, 2-16=-657/133, 8-10=-657/133 WEBS 14-15=-385/0, 3-14=-344/0, 11-12=-385/0, 7-12=-344/0, 5-13=-140/319, 2-15=0/453, 8-11=0/453 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=108, 10=108. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss E1GR Truss Type HIP Qty 1 Ply 1 EATON C Job Reference (optional) I30032456 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kwafzjSFUuzzuKvdlncVoyjt5kFycAmCFY4PJNzAamx Scale = 1:32.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 6x6 6x6 3x10 3x10 3x4 3x8 2x4 3x4 4x6 4x6 1-8-0 1-8-0 7-0-0 5-4-0 12-4-0 5-4-0 14-0-0 1-8-0 -1-7-12 1-7-12 1-8-0 1-8-0 7-0-0 5-4-0 12-4-0 5-4-0 14-0-0 1-8-0 15-7-12 1-7-12 3-1-05-1-35-3-113-1-05-1-316.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-14,0-3-0], [5:0-3-14,0-3-0], [6:0-2-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.15 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 0.04 -0.00 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=523/0-5-8, 8=510/0-5-8 Max Uplift 12=-1091(LC 4), 8=-1212(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-219/714, 3-4=-330/939, 4-5=-330/939, 5-6=-213/786, 2-12=-533/1160, 6-8=-519/1314 BOT CHORD 10-11=-322/106, 9-10=-380/101 WEBS 3-11=-153/251, 3-10=-674/299, 4-10=-309/459, 5-10=-609/306, 2-11=-645/253, 6-9=-778/242 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-7-12 to 15-7-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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) 12=1091, 8=1212. 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) 279 lb up at 1-8-0, 147 lb up at 3-8-12, 147 lb up at 5-8-12, 147 lb up at 7-8-12, 147 lb up at 9-7-4, and 149 lb up at 11-5-12, and 279 lb up at 12-4-0 on top chord, and 256 lb up at 1-8-0, 158 lb up at 3-8-12, 158 lb up at 5-8-12, 158 lb up at 7-8-12, 158 lb up at 9-7-4, and 158 lb up at 11-5-12, and 256 lb up at 12-3-4 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). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss E1GR Truss Type HIP Qty 1 Ply 1 EATON C Job Reference (optional) I30032456 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:58 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kwafzjSFUuzzuKvdlncVoyjt5kFycAmCFY4PJNzAamx LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=57(F) 5=57(F) 11=13(F) 9=13(F) 13=22(F) 14=22(F) 15=22(F) 16=22(F) 17=22(F) 18=5(F) 19=5(F) 20=5(F) 21=5(F) 22=5(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1700473 Truss E2 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032457 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-C681B2TtFC5qVTUpJV7kL9F4u8Z4KgwMUCqysqzAamw Scale = 1:44.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 6x6 6x6 2x4 3x6 2x4 2x4 3x6 3x4 2x4 3x4 3x8 3x6 3x4 3x6 1-9-8 1-9-8 3-8-0 1-10-8 10-4-0 6-8-0 12-2-8 1-10-8 14-0-0 1-9-8 -1-7-12 1-7-12 1-9-8 1-9-8 3-8-0 1-10-8 10-4-0 6-8-0 12-2-8 1-10-8 14-0-0 1-9-8 15-7-12 1-7-12 3-1-07-9-37-11-113-1-01-0-07-9-316.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [4:0-3-14,0-3-0], [5:0-3-14,0-3-0], [7:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.55 0.29 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.14 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=656/0-5-8, 9=656/0-5-8 Max Uplift 16=-117(LC 4), 9=-117(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/215, 3-4=-426/143, 4-5=-297/129, 5-6=-426/142, 6-7=-314/215, 2-16=-638/140, 7-9=-638/140 WEBS 3-14=-264/0, 6-11=-264/0, 2-15=0/293, 7-10=0/293 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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) 16=117, 9=117. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss E3 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032458 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:22:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-C681B2TtFC5qVTUpJV7kL9F7x8bRKeUMUCqysqzAamw Scale = 1:60.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 6x6 6x6 2x4 3x6 2x4 2x4 3x6 3x4 2x4 3x4 3x8 4x6 3x4 4x6 1-9-8 1-9-8 5-8-0 3-10-8 8-4-0 2-8-0 12-2-8 3-10-8 14-0-0 1-9-8 -1-7-12 1-7-12 1-9-8 1-9-8 5-8-0 3-10-8 8-4-0 2-8-0 12-2-8 3-10-8 14-0-0 1-9-8 15-7-12 1-7-12 3-1-010-5-310-7-113-1-01-0-010-5-316.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [4:0-3-14,0-3-0], [5:0-3-14,0-3-0], [7:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.13 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.16 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-13,4-12,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=656/0-5-8, 9=656/0-5-8 Max Uplift 16=-112(LC 4), 9=-112(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/192, 3-4=-497/171, 4-5=-295/167, 5-6=-497/171, 6-7=-291/192, 2-16=-640/136, 7-9=-640/136 WEBS 14-15=-326/0, 3-14=-292/0, 10-11=-326/0, 6-11=-293/0, 2-15=0/384, 7-10=0/384 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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) 16=112, 9=112. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss FGR Truss Type HIP Qty 1 Ply 3 EATON C Job Reference (optional) I30032459 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gIiPOOUV0VEh7d3?sCeztNoJvYs036XVjsZWOGzAamv Scale = 1:31.6 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3x6 6x6 6x6 4x6 3x4 4x6 10x10 10x10 3x4 2x4 6x8 10x10 4x6 1-7-8 1-7-8 5-4-15 3-9-7 9-4-1 3-11-3 13-1-8 3-9-7 14-9-0 1-7-8 1-7-8 1-7-8 5-4-15 3-9-7 9-4-1 3-11-3 13-1-8 3-9-7 14-9-0 1-7-8 3-1-05-0-85-3-03-1-05-0-816.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-3-0], [5:0-3-14,0-3-0], [7:Edge,0-3-8], [8:0-3-8,0-5-0], [9:0-2-0,0-4-4], [10:0-3-8,0-5-0], [12:0-3-8,0-5-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.50 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.01 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 293 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=5178/0-3-8, 7=5682/0-3-8 Max Uplift 13=-889(LC 4), 7=-902(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2429/514, 2-3=-3830/725, 3-4=-3829/732, 4-5=-3831/734, 5-6=-2601/544, 1-13=-4923/917, 6-7=-5276/982 BOT CHORD 10-12=-303/1492, 9-10=-589/3828, 8-9=-326/1589 WEBS 2-12=-1047/336, 2-10=-596/3735, 3-10=-249/301, 4-9=-242/289, 5-9=-579/3581, 5-8=-786/331, 1-12=-587/3301, 6-8=-641/3540 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) 13=889, 7=902. 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) 278 lb up at 1-7-8, 147 lb up at 3-8-4, 147 lb up at 5-8-4, 147 lb up at 7-8-4, 147 lb up at 9-8-4, and 147 lb up at 11-8-4, and 278 lb up at 13-1-8 on top chord, and 1250 lb down at 0-9-11, 262 lb up at 1-7-8, 1246 lb down at 2-9-11, 161 lb up at 3-8-4, 1246 lb down at 4-9-11, 161 lb up at 5-8-4, 1246 lb down at 6-9-11, 161 lb up at 7-8-4, 1250 lb down at 8-9-11, 161 lb up at 9-8-4, 1250 lb down at 10-9-11, 161 lb up at 11-8-4, 1250 lb down at 12-9-11, and 262 lb up at 13-0-12, and 1254 lb down at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss FGR Truss Type HIP Qty 1 Ply 3 EATON C Job Reference (optional) I30032459 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:00 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gIiPOOUV0VEh7d3?sCeztNoJvYs036XVjsZWOGzAamv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 2=59(F) 5=59(F) 11=-1246(B) 12=13(F) 10=5(F) 3=23(F) 8=8(F) 14=23(F) 15=23(F) 16=23(F) 17=23(F) 18=-1250(B) 19=5(F) 20=-1246(B) 21=-1246(B) 22=5(F) 23=-1250(B) 24=5(F) 25=-1250(B) 26=5(F) 27=-1244(F=5, B=-1250) 28=-1254(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1700473 Truss GGR Truss Type HIP Qty 1 Ply 1 EATON C Job Reference (optional) I30032460 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8VGnckV7npMYlneCQwACQaLQ_yHtoYDfxWJ3wizAamu Scale = 1:33.5 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 6x6 6x6 4x6 3x10 3x10 3x4 3x8 2x4 3x4 4x6 1-10-8 1-10-8 7-0-0 5-1-8 12-1-8 5-1-8 14-0-0 1-10-8 -1-7-12 1-7-12 1-10-8 1-10-8 7-0-0 5-1-8 12-1-8 5-1-8 14-0-0 1-10-8 3-1-05-4-85-7-03-1-05-4-816.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-3-14,0-3-0], [5:0-3-14,0-3-0], [6:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.14 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 0.03 -0.01 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=583/0-3-8, 7=459/0-3-8 Max Horz 11=106(LC 4) Max Uplift 11=-971(LC 4), 7=-1081(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/680, 3-4=-373/820, 4-5=-373/820, 5-6=-255/694, 2-11=-588/1027, 6-7=-458/1172 BOT CHORD 9-10=-339/133, 8-9=-401/147 WEBS 3-9=-563/334, 4-9=-365/391, 5-9=-497/314, 2-10=-526/282, 6-8=-728/283 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-7-12 to 13-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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=971, 7=1081. 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) 2 lb down and 231 lb up at 1-10-8, 1 lb down and 128 lb up at 3-11-4, 1 lb down and 128 lb up at 5-11-4, 1 lb down and 128 lb up at 7-11-4, and 1 lb down and 128 lb up at 9-11-4, and 2 lb down and 366 lb up at 12-1-8 on top chord, and 240 lb up at 1-10-8, 148 lb up at 3-11-4, 148 lb up at 5-11-4, 148 lb up at 7-11-4, 148 lb up at 9-11-4, and 296 lb up at 11-11-4, and 92 lb up at 12-1-8 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). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss GGR Truss Type HIP Qty 1 Ply 1 EATON C Job Reference (optional) I30032460 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:01 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8VGnckV7npMYlneCQwACQaLQ_yHtoYDfxWJ3wizAamu LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=57(F) 5=57(F) 10=12(F) 16=5(F) 17=5(F) 18=5(F) 19=5(F) 20=17(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1700473 Truss J Truss Type MONO TRUSS Qty 6 Ply 1 EATON C Job Reference (optional) I30032461 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:03 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-4tNX0QWOJQcF_5oaYLCgV?QkmlzyGaXxPqoA?bzAams Scale = 1:40.4 1 2 3 5 4 2x4 2x4 3x6 3x4 4-3-7 4-3-7 -1-3-4 1-3-4 4-1-15 4-1-15 4-3-7 0-1-8 1-5-137-2-66-10-140-3-87-2-616.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.68 0.16 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=260/0-3-8, 4=145/0-1-8 Max Horz 5=130(LC 4) Max Uplift 5=-43(LC 4), 4=-65(LC 4) Max Grav 5=260(LC 1), 4=172(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 4 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) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss J1 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032462 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:04 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Y4xwEmX04kk6cFNn52jv2Dz0I9K9?1?5dUXjX1zAamr Scale = 1:16.5 1 2 3 4 7 6 5 8 9 10 4x6 2x4 3x8 3x4 3x6 2x4 2-1-11 2-1-11 4-3-7 2-1-12 -1-3-4 1-3-4 0-9-7 0-9-7 4-1-15 3-4-8 4-3-7 0-1-8 1-5-132-4-102-6-61-11-20-5-82-4-1016.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.25 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=233/0-3-8, 5=155/0-1-8 Max Horz 7=97(LC 4) Max Uplift 7=-129(LC 4), 5=-49(LC 4) Max Grav 7=233(LC 1), 5=166(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 4-1-11; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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) 5 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) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=129. 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) 39 lb down and 55 lb up at 0-9-7, and 21 lb down and 53 lb up at 2-4-3 on top chord, and 130 lb up at 0-9-7, and 24 lb down at 2-4-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss J1 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032462 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:04 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Y4xwEmX04kk6cFNn52jv2Dz0I9K9?1?5dUXjX1zAamr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-21(B) 8=-21(B) 9=71(B) 10=-12(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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 1700473 Truss J2 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032463 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:05 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-0GVIR6Yer2szDOyzflE8aQVAxZf5kUEEs8HH3TzAamq Scale = 1:34.4 1 2 3 4 7 6 5 5x6 3x4 2x4 3x4 4x6 2x4 3-4-15 3-4-15 4-3-7 0-10-8 -1-3-4 1-3-4 3-4-15 3-4-15 4-1-15 0-9-0 4-3-7 0-1-8 1-5-135-10-106-0-65-7-20-3-85-10-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=260/0-3-8, 5=145/Mechanical Max Horz 7=122(LC 4) Max Uplift 7=-55(LC 4), 5=-60(LC 4) Max Grav 7=260(LC 1), 5=164(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss J3 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032464 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:06 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-VS3gfSZGcL_qrYX9DTlN7e2L5z0fTwaO5o0qcwzAamp Scale = 1:28.4 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 2-6-7 2-6-7 4-3-7 1-9-0 -1-3-4 1-3-4 2-6-7 2-6-7 4-1-15 1-7-8 4-3-7 0-1-8 1-5-134-8-104-10-64-5-20-3-84-8-1016.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=260/0-3-8, 5=145/Mechanical Max Horz 7=114(LC 4) Max Uplift 7=-68(LC 4), 5=-56(LC 4) Max Grav 7=260(LC 1), 5=156(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss J4 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032465 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zfd2snZuNf6hTi6LnAGcgrbXvNMkCOvXKSmO8MzAamo Scale = 1:22.5 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 1-7-15 1-7-15 4-3-7 2-7-8 -1-3-4 1-3-4 1-7-15 1-7-15 4-1-15 2-6-0 4-3-7 0-1-8 1-5-133-6-103-8-63-3-20-3-83-6-1016.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=260/0-3-8, 5=145/Mechanical Max Horz 7=105(LC 4) Max Uplift 7=-81(LC 4), 5=-52(LC 4) Max Grav 7=260(LC 1), 5=150(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss J5 Truss Type JACK Qty 4 Ply 1 EATON C Job Reference (optional) I30032466 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-RrBQ47aW8zEY5sgYKuorC37jCmgsxr5hY6VxgozAamn Scale = 1:15.8 1 2 5 3 4 3x4 2x8 3-5-2 3-5-2 -1-3-4 1-3-4 3-5-2 3-5-2 0-6-62-6-62-0-52-6-67.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=75/Mechanical, 2=231/0-3-8, 4=32/Mechanical Max Horz 2=97(LC 6) Max Uplift 3=-44(LC 6), 2=-55(LC 6) Max Grav 3=113(LC 12), 2=237(LC 8), 4=64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss J6GR Truss Type JACK Qty 2 Ply 1 EATON C Job Reference (optional) I30032467 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-RrBQ47aW8zEY5sgYKuorC37hZmgzxpqhY6VxgozAamn Scale = 1:15.6 1 2 3 5 4 6 5x6 2x4 2x4 2x4 1-7-6 1-7-6 2-1-7 0-6-1 3-8-4 1-6-13 -1-4-10 1-4-10 3-8-4 3-8-4 0-5-102-5-56.41 12 Plate Offsets (X,Y)-- [3:0-2-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.17 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=-184/Mechanical, 5=551/1-0-3 Max Horz 5=33(LC 6) Max Uplift 4=-260(LC 8), 5=-312(LC 6) Max Grav 4=147(LC 6), 5=555(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-240/456, 3-4=-123/253 BOT CHORD 2-5=-362/267 WEBS 3-5=-600/334 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=260, 5=312. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K Truss Type MONO TRUSS Qty 5 Ply 1 EATON C Job Reference (optional) I30032468 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-v1lpHTb9vGMPi0FkubJ4lGgnYA0kgH3qnmFUCFzAamm Scale = 1:38.5 1 2 3 5 4 2x4 2x4 3x6 3x4 4-0-0 4-0-0 -1-3-4 1-3-4 3-10-8 3-10-8 4-0-0 0-1-8 1-5-136-9-136-6-50-3-86-9-1316.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.60 0.14 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=250/0-3-8, 4=132/Mechanical Max Horz 5=127(LC 4) Max Uplift 5=-43(LC 4), 4=-61(LC 4) Max Grav 5=250(LC 1), 4=158(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K1 Truss Type MONO HIP Qty 1 Ply 1 EATON C Job Reference (optional) I30032469 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-v1lpHTb9vGMPi0FkubJ4lGgsZA2xgIeqnmFUCFzAamm Scale = 1:14.6 1 2 3 4 7 6 58 4x6 2x4 3x4 3x4 2x8 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-3-4 1-3-4 0-6-0 0-6-0 3-10-8 3-4-8 4-0-0 0-1-8 1-5-132-0-12-1-131-6-90-5-82-0-116.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=332/0-3-8, 5=207/Mechanical Max Horz 7=94(LC 4) Max Uplift 7=-191(LC 4), 5=-56(LC 4) Max Grav 7=332(LC 1), 5=217(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-278/148 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 3-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=191. 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) 10 lb down and 262 lb up at 0-6-0, and 147 lb down and 17 lb up at 2-1-12 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). LOAD CASE(S) Standard 1) Dead + Snow (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=-147(B) 8=-10(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K2 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032470 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-v1lpHTb9vGMPi0FkubJ4lGgseA1JgHKqnmFUCFzAamm Scale = 1:32.5 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 2x4 3-1-8 3-1-8 4-0-0 0-10-8 -1-3-4 1-3-4 3-1-8 3-1-8 3-10-8 0-9-0 4-0-0 0-1-8 1-5-135-6-15-7-135-2-90-3-85-6-116.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=250/0-3-8, 5=132/Mechanical Max Horz 7=120(LC 4) Max Uplift 7=-55(LC 4), 5=-56(LC 4) Max Grav 7=250(LC 1), 5=150(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K3 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032471 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NEIBUpcngaUGKAqwSJqJHUD2taNgPkbz0Q_2lhzAaml Scale = 1:26.5 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 2-3-0 2-3-0 4-0-0 1-9-0 -1-3-4 1-3-4 2-3-0 2-3-0 3-10-8 1-7-8 4-0-0 0-1-8 1-5-134-4-14-5-134-0-90-3-84-4-116.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=250/0-3-8, 5=132/Mechanical Max Horz 7=111(LC 4) Max Uplift 7=-68(LC 4), 5=-51(LC 4) Max Grav 7=250(LC 1), 5=142(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K4 Truss Type MONO HIP Qty 2 Ply 1 EATON C Job Reference (optional) I30032472 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NEIBUpcngaUGKAqwSJqJHUD2BaNIPkaz0Q_2lhzAaml Scale = 1:20.6 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 1-4-8 1-4-8 4-0-0 2-7-8 -1-3-4 1-3-4 1-4-8 1-4-8 3-10-8 2-6-0 4-0-0 0-1-8 1-5-133-2-13-3-132-10-90-3-83-2-116.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=250/0-3-8, 5=132/Mechanical Max Horz 7=103(LC 4) Max Uplift 7=-81(LC 4), 5=-47(LC 4) Max Grav 7=250(LC 1), 5=137(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 3-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K5 Truss Type MONO HIP Qty 1 Ply 1 EATON C Job Reference (optional) I30032473 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rQsZi9dPRuc7yKP700LYqhlB3_iE8CX7E4kbH7zAamk Scale = 1:14.6 1 2 3 4 7 6 5 8 9 4x6 2x4 3x4 3x4 2x8 2x4 2-0-0 2-0-0 4-0-0 2-0-0 -1-3-4 1-3-4 0-6-0 0-6-0 3-10-8 3-4-8 4-0-0 0-1-8 1-5-132-0-12-1-131-6-90-5-82-0-116.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=81/0-3-8, 5=117/Mechanical Max Horz 7=94(LC 4) Max Uplift 7=-236(LC 4), 5=-56(LC 4) Max Grav 7=81(LC 1), 5=129(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 3-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=236. 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) 20 lb down and 38 lb up at 0-6-0, and 40 lb up at 2-0-12 on top chord, and 333 lb up at 0-6-0, and 11 lb down at 2-0-12 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). LOAD CASE(S) Standard 1) Dead + Snow (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=-6(F) 9=190(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K6 Truss Type JACK Qty 2 Ply 1 EATON C Job Reference (optional) I30032474 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rQsZi9dPRuc7yKP700LYqhlDS_id8Cr7E4kbH7zAamk Scale = 1:13.9 1 2 5 3 4 3x4 2x8 2-9-5 2-9-5 -1-3-4 1-3-4 2-9-5 2-9-5 0-6-62-1-131-7-122-1-137.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)3=50/Mechanical, 2=209/0-3-8, 4=26/Mechanical Max Horz 2=84(LC 6) Max Uplift 3=-30(LC 6), 2=-59(LC 6) Max Grav 3=86(LC 12), 2=233(LC 8), 4=51(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K7GR Truss Type JACK Qty 1 Ply 1 EATON C Job Reference (optional) I30032475 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-JcQxvVd1BBk_ZT_JZjsnNvIMoO0XtdKGTjT8pZzAamj Scale = 1:13.7 1 2 3 5 4 6 8x8 2x8 2x4 2x4 2-7-8 2-7-8 2-11-11 0-4-3 -1-4-10 1-4-10 2-11-11 2-11-11 0-5-102-0-126.41 12 Plate Offsets (X,Y)-- [3:0-1-9,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.28 0.19 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=-464/Mechanical, 5=773/1-0-3 Max Horz 5=32(LC 6) Max Uplift 4=-566(LC 8), 5=-469(LC 6) Max Grav 4=308(LC 6), 5=818(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-216/394, 3-4=-261/512 BOT CHORD 2-5=-334/241 WEBS 3-5=-779/426 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=566, 5=469. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K8 Truss Type SPECIAL Qty 2 Ply 1 EATON C Job Reference (optional) I30032476 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-JcQxvVd1BBk_ZT_JZjsnNvIODO?7tfGGTjT8pZzAamj Scale = 1:18.9 1 2 3 4 6 5 7 2x4 3x4 4x6 2x8 5x6 3x6 3-3-8 3-3-8 4-5-15 1-2-7 -1-3-4 1-3-4 3-3-8 3-3-8 4-5-15 1-2-7 0-6-63-1-132-1-131-0-07.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-2-2], [2:0-3-5,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.28 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=154/Mechanical, 2=267/0-3-8 Max Horz 2=62(LC 6) Max Uplift 5=-16(LC 6), 2=-75(LC 6) Max Grav 5=182(LC 12), 2=270(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-272/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss K9GR Truss Type JACK Qty 1 Ply 1 EATON C Job Reference (optional) I30032477 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-np_J7refyVsrBdZV7RN0v6qSbnPec6dQiNDiL0zAami Scale = 1:14.6 1 2 3 5 4 2x8 8x8 3x10 6x6 1-0-15 1-0-15 -3-2-1 3-2-1 1-0-15 1-0-15 1-5-132-0-126.41 12 Plate Offsets (X,Y)-- [2:0-3-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.60 0.01 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=650/0-8-12, 4=-389/Mechanical Max Horz 5=106(LC 7) Max Uplift 5=-401(LC 6), 4=-684(LC 8) Max Grav 5=1047(LC 8), 4=272(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-1039/405, 2-3=-334/187, 3-4=-352/692 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=401, 4=684. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss L Truss Type JACK Qty 4 Ply 1 EATON C Job Reference (optional) I30032478 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-np_J7refyVsrBdZV7RN0v6qWPnP9c4MQiNDiL0zAami Scale = 1:31.6 1 2 5 4 3 2x4 3x6 2x8 1-10-8 1-10-8 -1-7-12 1-7-12 1-10-8 1-10-8 3-1-05-7-016.00 12 Plate Offsets (X,Y)-- [4:0-4-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.04 0.19 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: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=232/0-3-8, 3=-6/Mechanical, 4=16/Mechanical Max Horz 5=292(LC 4) Max Uplift 5=-122(LC 5), 3=-77(LC 6), 4=-425(LC 4) Max Grav 5=307(LC 6), 3=129(LC 5), 4=101(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-291/139 WEBS 2-4=-97/500 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 5=122, 4=425. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss L1 Truss Type JACK Qty 7 Ply 1 EATON C Job Reference (optional) I30032479 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-G?YiKBfHjp_ipn8ih8vFSKNh9BlOLXcZx1yFuSzAamh Scale = 1:31.6 1 2 5 4 3 2x4 3x6 2x8 1-10-8 1-10-8 -1-7-12 1-7-12 1-10-8 1-10-8 3-1-05-7-04-8-85-7-016.00 12 Plate Offsets (X,Y)-- [4:0-4-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.04 0.19 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: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=232/0-3-8, 3=-6/Mechanical, 4=16/Mechanical Max Horz 5=292(LC 4) Max Uplift 5=-122(LC 5), 3=-77(LC 6), 4=-425(LC 4) Max Grav 5=307(LC 6), 3=129(LC 5), 4=101(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-291/139 WEBS 2-4=-97/500 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 5=122, 4=425. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss L1GR Truss Type JACK Qty 2 Ply 1 EATON C Job Reference (optional) I30032480 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-G?YiKBfHjp_ipn8ih8vFSKNhNBkYLYHZx1yFuSzAamh Scale = 1:30.8 1 2 5 4 3 2x4 4x6 2x4 2-6-5 2-6-5 -2-3-15 2-3-15 2-6-5 2-6-5 3-1-05-5-911.31 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=321/0-4-15, 3=-14/Mechanical, 4=22/Mechanical Max Horz 5=98(LC 4) Max Uplift 5=-8(LC 4), 3=-112(LC 6), 4=-152(LC 4) Max Grav 5=429(LC 6), 3=106(LC 5), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-406/22 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 3=112, 4=152. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss LGR Truss Type MONO TRUSS Qty 1 Ply 1 EATON C Job Reference (optional) I30032481 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kB64YXgvU66YQxjuFsQU_Xwsob5x40uj9hipQuzAamg Scale = 1:30.8 1 2 3 5 4 2x4 4x6 2x4 4x6 2-6-5 2-6-5 -2-3-15 2-3-15 2-6-5 2-6-5 3-1-05-5-911.31 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.02 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=1000/0-3-8, 5=319/0-4-15 Max Horz 5=208(LC 5) Max Uplift 4=-540(LC 5), 5=-165(LC 4) Max Grav 4=1000(LC 1), 5=428(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-406/179 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=540, 5=165. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 41 lb up at 2-4-7, and 177 lb up at 2-4-7 on top chord, and 69 lb down and 304 lb up at 2-4-9, and 1109 lb down at 2-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=120(F=107, B=14) 4=-1114(F=-1109, B=-5) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss M Truss Type JACK Qty 7 Ply 1 EATON C Job Reference (optional) I30032482 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kB64YXgvU66YQxjuFsQU_Xwsvb5o4zfj9hipQuzAamg Scale = 1:30.2 1 2 5 4 3 2x4 3x6 2x8 1-8-0 1-8-0 -1-7-12 1-7-12 1-8-0 1-8-0 3-1-05-3-114-5-35-3-1116.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.03 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=231/0-5-8, 3=-20/Mechanical, 4=14/Mechanical Max Horz 5=281(LC 4) Max Uplift 5=-127(LC 5), 3=-93(LC 6), 4=-470(LC 4) Max Grav 5=321(LC 4), 3=125(LC 5), 4=96(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-313/141 WEBS 2-4=-91/534 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 5=127, 4=470. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss MGR Truss Type JACK Qty 2 Ply 1 EATON C Job Reference (optional) I30032483 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-kB64YXgvU66YQxjuFsQU_Xws7b4A4?Wj9hipQuzAamg Scale = 1:29.5 1 2 5 4 3 2x4 4x6 2x4 2-2-13 2-2-13 -2-3-15 2-3-15 2-2-13 2-2-13 3-1-05-2-411.31 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.07 0.08 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: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=321/0-7-12, 3=-35/Mechanical, 4=18/Mechanical Max Horz 5=89(LC 4) Max Uplift 5=-15(LC 4), 3=-136(LC 6), 4=-166(LC 4) Max Grav 5=444(LC 6), 3=100(LC 5), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-423/27 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 3=136, 4=166. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss N Truss Type JACK Qty 7 Ply 1 EATON C Job Reference (optional) I30032484 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CNgSlsgYFQFP25I4oZxjXlS1f?Q3pQrsOLRMyLzAamf Scale = 1:29.9 1 2 5 4 3 2x4 3x6 2x8 1-7-8 1-7-8 -1-7-12 1-7-12 1-7-8 1-7-8 3-1-05-3-04-4-85-3-016.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.03 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=231/0-3-8, 3=-23/Mechanical, 4=14/Mechanical Max Horz 5=279(LC 4) Max Uplift 5=-128(LC 5), 3=-96(LC 6), 4=-481(LC 4) Max Grav 5=327(LC 4), 3=124(LC 5), 4=95(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-319/142 WEBS 2-4=-89/542 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 5=128, 4=481. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss NGR Truss Type JACK Qty 2 Ply 1 EATON C Job Reference (optional) I30032485 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-CNgSlsgYFQFP25I4oZxjXlS1t?PTpSmsOLRMyLzAamf Scale = 1:29.2 1 2 5 4 3 2x4 4x6 2x4 2-2-1 2-2-1 -2-3-15 2-3-15 2-2-1 2-2-1 3-1-05-1-911.31 12 Plate Offsets (X,Y)-- [2:0-2-15,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.07 0.08 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: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=322/0-4-15, 3=-39/Mechanical, 4=18/Mechanical Max Horz 5=87(LC 4) Max Uplift 5=-17(LC 4), 3=-141(LC 6), 4=-169(LC 4) Max Grav 5=447(LC 6), 3=99(LC 5), 4=38(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-428/28 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 except (jt=lb) 3=141, 4=169. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss P Truss Type MONO TRUSS Qty 8 Ply 1 EATON C Job Reference (optional) I30032486 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gaDqyChA0kNGgFsGMHSy4y?CJPitYwK?d?BvUnzAame Scale = 1:17.3 1 2 3 5 4 6 7 8 4x9 2x4 2x4 3x4 5-11-8 5-11-8 -0-11-4 0-11-4 5-10-0 5-10-0 5-11-8 0-1-8 0-4-12-9-130-10-102-9-135.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 2-5 2-5 7 l/defl >999 >554 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=300/0-3-8, 7=203/0-1-8 Max Horz 2=100(LC 6) Max Uplift 2=-89(LC 6), 7=-61(LC 6) Max Grav 2=306(LC 9), 7=221(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 7 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) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss PB1 Truss Type GABLE Qty 1 Ply 1 EATON C Job Reference (optional) I30032487 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-gaDqyChA0kNGgFsGMHSy4y?FWPkgYwT?d?BvUnzAame Scale = 1:19.3 2 3 4 5 6 8 1 7 3x4 3x4 2x4 2x4 2x4 2x4 9-4-8 9-4-8 1-2-4 1-2-4 8-2-4 7-0-0 9-4-8 1-2-4 -0-0-41-4-41-7-00-1-20-1-101-2-1416.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=-52/9-4-8, 7=-52/9-4-8, 2=241/9-4-8, 6=241/9-4-8, 8=342/9-4-8 Max Uplift 1=-80(LC 3), 7=-80(LC 3), 2=-28(LC 4), 6=-28(LC 4), 8=-64(LC 4) Max Grav 2=251(LC 8), 6=251(LC 8), 8=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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, 7, 2, 6, 8. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss PB2 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032488 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8mnCAYion1V7HORTw_zBcAYRjo4hHN89rfwT1DzAamd Scale = 1:25.3 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 2x4 2x4 9-4-8 9-4-8 3-2-4 3-2-4 6-2-4 3-0-0 9-4-8 3-2-4 0-6-13-10-144-1-60-1-100-6-10-1-103-10-1416.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-6], [6:0-4-0,0-1-6] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=255/8-4-15, 6=255/8-4-15, 8=197/8-4-15 Max Uplift 2=-68(LC 4), 6=-68(LC 4) Max Grav 2=286(LC 8), 6=286(LC 8), 8=225(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss PB3 Truss Type SPECIAL Qty 5 Ply 1 EATON C Job Reference (optional) I30032489 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-8mnCAYion1V7HORTw_zBcAYLEo4dHMC9rfwT1DzAamd Scale = 1:41.9 12 3 4 5 6 4x6 2x4 2x4 2x4 9-4-8 9-4-8 4-8-4 4-8-4 9-4-8 4-8-4 0-6-16-1-60-1-100-6-10-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-0], [3:Edge,0-1-13], [4:0-2-12,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.47 0.15 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=238/8-4-15, 4=238/8-4-15, 6=230/8-4-15 Max Uplift 2=-62(LC 4), 4=-62(LC 4) Max Grav 2=274(LC 8), 4=274(LC 8), 6=252(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss PB4 Truss Type SPECIAL Qty 1 Ply 1 EATON C Job Reference (optional) I30032490 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cyLbNujQYLd_vY0fUiUQ9N4dECS10qpI4Jg0ZgzAamc Scale = 1:9.2 1 2 3 4 5 3x4 2x4 2x4 2-1-8 2-1-8 1-0-12 1-0-12 2-1-8 1-0-12 0-6-11-3-60-1-100-6-10-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-0], [3:Edge,0-3-3], [4:0-2-13,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=63/1-1-15, 4=63/1-1-15 Max Uplift 2=-5(LC 4), 4=-5(LC 4) Max Grav 2=67(LC 8), 4=67(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss Q Truss Type Monopitch Qty 16 Ply 1 EATON C Job Reference (optional) I30032491 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-cyLbNujQYLd_vY0fUiUQ9N4XdCLD0eAI4Jg0ZgzAamc Scale: 1/2"=1’ 2 3 4 51 6 6x12 3x4 4x6 4x9 4-9-4 4-9-4 13-11-8 9-2-4 4-9-4 4-9-4 9-2-10 4-5-6 13-11-8 4-8-14 0-5-33-11-12-5-91-5-82-11-11-0-03.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-3-0], [5:0-5-7,0-1-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.51 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.12 (loc) 2 2-5 5 l/defl >881 >361 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP 2250F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=539/0-9-4, 5=538/0-1-8 Max Horz 1=68(LC 6) Max Uplift 1=-100(LC 6), 5=-114(LC 6) Max Grav 1=561(LC 9), 5=621(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1577/404 BOT CHORD 2-5=-407/1603 WEBS 3-5=-1588/453 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=100, 5=114. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss QG Truss Type Monopitch Supported Gable Qty 1 Ply 1 EATON C Job Reference (optional) I30032492 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-49vzbEk2JflrXibr1P?fhbdjVclilGcSJzPa56zAamb Scale: 1/2"=1’ Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x4 3x4 13-11-8 13-11-8 -0-11-4 0-11-4 13-11-8 13-11-8 0-5-33-11-13.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.24 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.06 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-11-8. (lb) - Max Horz 2=46(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 14, 15, 17 except 16=-203(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16 except 2=251(LC 9), 17=590(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-411/163 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 13, 14, 15, 17 except (jt=lb) 16=203. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss QG1 Truss Type Monopitch Supported Gable Qty 1 Ply 1 EATON C Job Reference (optional) I30032493 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-49vzbEk2JflrXibr1P?fhbdlscmAlH3SJzPa56zAamb Scale = 1:9.8 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 2x4 2x4 2x8 -0-11-4 0-11-4 3-11-8 3-11-8 0-5-31-5-13.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.03 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=146/3-11-8, 2=216/3-11-8 Max Horz 2=21(LC 6) Max Uplift 4=-38(LC 6), 2=-82(LC 6) Max Grav 4=153(LC 9), 2=218(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss T01 Truss Type ROOF SPECIAL SUPPORT Qty 3 Ply 1 EATON C Job Reference (optional) I30032494 8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:25:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-O4ZWx_NR9I3AsEOckdbEaFt5_XlcWzoUxJaZ_PzAKvs Scale = 1:24.6 1 2 3 4 5 7 6 98 2x4 6x10 4x6 6x10 2x4 2x4 3-0-0 3-0-0 -1-0-0 1-0-0 0-8-0 0-8-0 1-6-0 0-10-0 2-4-0 0-10-0 3-0-0 0-8-0 4-0-0 1-0-0 5-1-45-5-155-8-05-1-47.00 12 2.50 12 Plate Offsets (X,Y)-- [1:0-3-3,0-0-0], [1:0-6-9,0-2-7], [2:0-1-7,0-2-7], [4:0-1-7,0-2-7], [4:0-6-9,0-2-7], [5:0-3-3,0-0-0], [9:0-0-14,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.06 0.03 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x6 SPF No.2 *Except* 1-9: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=102/5-0-0, 6=102/5-0-0 Max Uplift 7=-22(LC 6), 6=-22(LC 6) Max Grav 7=108(LC 12), 6=108(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 7 and 22 lb uplift at joint 6. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss T02 Truss Type ROOF SPECIAL SUPPORT Qty 3 Ply 1 EATON C Job Reference (optional) I30032495 8.030 s Feb 17 2017 MiTek Industries, Inc. Fri Jun 02 11:25:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-VarRgQXb5IiKwEu6?sKHc?vJpmBi3rGPwrDlx9zAKvf Scale = 1:13.9 1 2 3 4 5 8 7 6 2x4 2x4 4x6 4x6 4x6 2x4 2x4 2x4 3-0-0 3-0-0 -1-0-0 1-0-0 0-8-0 0-8-0 1-6-0 0-10-0 2-4-0 0-10-0 3-0-0 0-8-0 4-0-0 1-0-0 2-5-42-9-153-0-02-5-47.00 12 2.50 12 Plate Offsets (X,Y)-- [2:0-1-15,0-0-2], [4:0-1-15,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.05 0.03 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: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=50/5-0-0, 6=50/5-0-0, 7=117/5-0-0 Max Uplift 8=-25(LC 6), 6=-25(LC 6) Max Grav 8=64(LC 12), 6=64(LC 12), 7=117(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 8 and 25 lb uplift at joint 6. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V1 Truss Type Valley Qty 1 Ply 1 EATON C Job Reference (optional) I30032496 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-1X1j0wlJrG?Zm0lE9q27m0i3XQSkDBikmHugA_zAamZ Scale = 1:16.9 1 2 3 4 5 6 2x4 4x6 2x4 2x4 9-4-8 9-4-8 4-8-4 4-8-4 9-4-8 4-8-4 2-4-26.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.14 0.06 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: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=148/9-4-8, 3=148/9-4-8, 4=355/9-4-8 Max Uplift 1=-39(LC 6), 3=-39(LC 6), 4=-50(LC 6) Max Grav 1=150(LC 11), 3=150(LC 11), 4=356(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V2 Truss Type Valley Qty 1 Ply 1 EATON C Job Reference (optional) I30032497 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zw9URbnZNtFH?JvdGF4bsRoTzD6vh431EbNnEtzAamX Scale = 1:8.8 1 2 3 2x4 3x4 2x4 4-8-8 4-8-8 2-4-4 2-4-4 4-8-8 2-4-4 1-2-26.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.22 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: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=139/4-8-8, 3=139/4-8-8 Max Uplift 1=-37(LC 6), 3=-37(LC 6) Max Grav 1=143(LC 11), 3=143(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V3 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032498 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-R6isexnB8BN8dTUpqybqOeKaBdSWQVDBTF7KnJzAamW Scale = 1:36.0 1 2 3 4 5 6 7 12 11 10 9 8 3x4 3x4 3x4 6x6 6-6-7 6-6-7 15-1-2 8-6-11 3-1-7 3-1-7 6-6-7 3-5-0 10-2-15 3-8-8 15-1-2 4-10-3 6-3-16-5-92-3-102-3-106-3-116.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.20 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.03 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 7-10: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-1-2. (lb) - Max Horz 1=-71(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8 except 11=-117(LC 4), 10=-148(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11, 10, 9 except 12=252(LC 1), 8=378(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-270/77 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 8 except (jt=lb) 11=117, 10=148. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V4 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032499 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-R6isexnB8BN8dTUpqybqOeKYkdRLQTWBTF7KnJzAamW Scale = 1:45.1 1 2 3 4 5 6 10 9 8 7 3x4 4x6 3x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 5-7-15 5-7-15 13-4-2 7-8-3 4-2-15 4-2-15 5-7-15 1-5-0 7-4-7 1-8-8 13-4-2 5-11-11 7-9-17-11-92-3-102-3-107-9-116.00 12 Plate Offsets (X,Y)-- [2:0-4-2,Edge], [4:0-4-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.27 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.03 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-4-2. (lb) - Max Horz 1=-73(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6, 8 except 1=-149(LC 4), 9=-186(LC 5), 7=-146(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 6, 9, 8 except 10=310(LC 1), 7=511(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-238/254 WEBS 5-7=-370/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 8 except (jt=lb) 1=149, 9=186, 7=146. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 10. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V5 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032500 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-vJGErHopuVV?Fd2?Og63xstgO1n99zqKhvsuJmzAamV Scale = 1:55.2 1 2 3 4 7 6 5 3x4 4x6 3x4 2x4 2x4 2x4 2x4 4-9-7 4-9-7 11-7-2 6-9-11 4-11-3 4-11-3 11-7-2 6-7-15 8-10-92-3-102-3-1016.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.30 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.02 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 2-6: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-7-2. (lb) - Max Horz 1=-75(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4, 7 except 1=-209(LC 4), 5=-249(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 6 except 1=303(LC 7), 7=359(LC 4), 5=469(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-250/281, 2-3=-258/308 BOT CHORD 2-7=-348/143 WEBS 3-5=-384/289 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7 except (jt=lb) 1=209, 5=249. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V6 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032501 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-vJGErHopuVV?Fd2?Og63xstkB1on9zlKhvsuJmzAamV Scale = 1:50.1 1 2 3 4 7 6 5 2x8 4x6 2x4 2x4 2x4 2x4 2x4 3-10-15 3-10-15 9-10-2 5-11-3 4-0-11 4-0-11 9-10-2 5-9-7 7-8-92-3-102-3-1016.00 12 Plate Offsets (X,Y)-- [1:0-4-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.20 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-10-2. (lb) - Max Horz 1=-78(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4, 7 except 1=-190(LC 4), 5=-256(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 6 except 1=259(LC 7), 7=305(LC 4), 5=463(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-218/252, 2-3=-231/261 BOT CHORD 2-7=-296/123 WEBS 3-5=-389/303 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 7 except (jt=lb) 1=190, 5=256. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V7 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032502 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NVqc3dpRfodrsndByNdIT3QsbR6BuRoUwZcRrCzAamU Scale = 1:47.2 1 2 3 5 4 2x4 4x8 MT18HS 2x8 2x4 2x4 3-0-7 3-0-7 8-1-2 5-0-11 3-2-3 3-2-3 8-1-2 4-10-15 6-6-92-3-102-3-1016.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [3:0-4-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.56 0.38 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT18HS Weight: 30 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-1-2. (lb) - Max Horz 1=-81(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 5 except 1=-141(LC 4), 3=-124(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 4 except 3=267(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 1=141, 3=124. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V8 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032503 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-NVqc3dpRfodrsndByNdIT3QtyR9_uRHUwZcRrCzAamU Scale = 1:30.9 1 2 3 4 5 8 7 6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 4x6 2-1-15 2-1-15 6-4-2 4-2-3 1-9-9 1-9-9 2-1-15 0-4-6 2-9-13 0-7-14 6-4-2 3-6-4 4-6-104-8-62-3-102-3-104-6-1016.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-1-8], [4:0-4-0,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.47 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-4-2. (lb) - Max Horz 1=-85(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 8, 7, 6 except 1=-141(LC 4), 5=-120(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7, 6 except (jt=lb) 1=141, 5=120. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V9 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032504 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-rhO_Gzq3Q6liUxCOV59X0Hy8QqWfdu2d9DL?NezAamT Scale = 1:14.7 1 2 3 4 2x4 2x4 3x4 2x4 3-3-11 3-3-11 1-6-6 1-6-6 3-3-11 1-9-4 2-2-102-4-62-2-1016.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.11 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: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=115/3-3-11, 3=115/3-3-11 Max Horz 4=-14(LC 4) Max Uplift 4=-35(LC 4), 3=-19(LC 4) Max Grav 4=118(LC 7), 3=127(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V10 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032505 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-1X1j0wlJrG?Zm0lE9q27m0i?GQS5DAhkmHugA_zAamZ Scale = 1:44.1 1 2 3 42x8 4x6 2x8 2x4 9-8-1 9-8-1 4-10-0 4-10-0 9-8-1 4-10-0 6-5-616.00 12 Plate Offsets (X,Y)-- [1:0-4-6,0-1-0], [3:0-4-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.18 0.12 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: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=218/9-8-1, 3=218/9-8-1, 4=291/9-8-1 Max Uplift 1=-40(LC 4), 3=-40(LC 4), 4=-11(LC 4) Max Grav 1=245(LC 7), 3=245(LC 7), 4=327(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V11 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032506 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Vkb5DGmxca7QOAKQjXZMJDFAjpmzyeru?xeEiRzAamY Scale = 1:34.6 1 2 3 42x4 4x6 2x4 2x4 7-11-1 7-11-1 3-11-8 3-11-8 7-11-1 3-11-8 5-3-616.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.62 0.20 0.06 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: 28 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=188/7-11-1, 3=188/7-11-1, 4=211/7-11-1 Max Uplift 1=-57(LC 4), 3=-57(LC 4) Max Grav 1=222(LC 7), 3=222(LC 7), 4=223(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V12 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032507 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-Vkb5DGmxca7QOAKQjXZMJDFExpoIyeLu?xeEiRzAamY Scale = 1:28.9 1 2 3 42x4 4x6 2x4 2x4 6-2-1 6-2-1 3-1-0 3-1-0 6-2-1 3-1-0 4-1-616.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.12 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=143/6-2-1, 3=143/6-2-1, 4=161/6-2-1 Max Uplift 1=-48(LC 4), 3=-48(LC 4) Max Grav 1=171(LC 7), 3=171(LC 7), 4=170(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V13 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032508 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zw9URbnZNtFH?JvdGF4bsRoSiD9Vh4q1EbNnEtzAamX Scale = 1:17.6 1 2 3 4 2x4 4x6 2x4 2x4 4-5-1 4-5-1 2-2-8 2-2-8 4-5-1 2-2-8 2-11-616.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=98/4-5-1, 3=98/4-5-1, 4=110/4-5-1 Max Uplift 1=-34(LC 4), 3=-34(LC 4) Max Grav 1=118(LC 7), 3=118(LC 7), 4=117(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700473 Truss V14 Truss Type VALLEY Qty 1 Ply 1 EATON C Job Reference (optional) I30032509 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:5xiLVkBZoVPAnTN?IFFcfrzW0QO-zw9URbnZNtFH?JvdGF4bsRoUUD8Fh431EbNnEtzAamX Scale = 1:11.8 1 2 3 2x4 3x4 2x4 2-8-1 2-8-1 1-4-0 1-4-0 2-8-1 1-4-0 1-9-616.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.07 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 = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=84/2-8-1, 3=84/2-8-1 Max Uplift 1=-15(LC 4), 3=-15(LC 4) Max Grav 1=95(LC 7), 3=95(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekfi All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.