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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. Fox, Steve Pages or sheets covered by this seal: I30950519 thru I30950601 My license renewal date for the state of Indiana is July 31, 2018. 1700423 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: RIVIERA/3500 C TUDOR 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 5,2017 Job 1700423 Truss A Truss Type COMMON Qty 3 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950519 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jukfdAaKGtARWH54_59q0d2PauYMBwrlXHGvfKyi_hG Scale = 1:60.7 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 3x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 9-1-1 9-1-1 18-0-0 8-10-15 26-10-15 8-10-15 36-0-0 9-1-1 -0-11-4 0-11-4 6-1-6 6-1-6 12-0-11 5-11-5 18-0-0 5-11-5 23-11-5 5-11-5 29-10-10 5-11-5 36-0-0 6-1-6 36-11-4 0-11-4 0- 6 - 6 9- 6 - 6 0- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1] 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 0.64 0.88 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.52 0.15 (loc) 2-16 2-16 10 l/defl >999 >816 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 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* 6-14,7-14,5-14: 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 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-212(LC 6), 10=-212(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2557/340, 3-5=-2334/330, 5-6=-1654/311, 6-7=-1654/311, 7-9=-2334/330, 9-10=-2557/340 BOT CHORD 2-16=-217/2192, 14-16=-110/1832, 12-14=-110/1832, 10-12=-217/2192 WEBS 6-14=-151/1089, 7-14=-711/175, 7-12=0/480, 9-12=-267/156, 5-14=-711/175, 5-16=0/480, 3-16=-267/156 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=212, 10=212. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A1 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950520 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-B4I1qVbz1AII7RgGXph3YqbaKIswwL8vmx?TBmyi_hF Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 16 15 14 13 12 17 18 19 20 5x6 3x6 5x6 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 5x6 5x6 4x6 10-0-0 10-0-0 18-0-0 8-0-0 26-0-0 8-0-0 36-0-0 10-0-0 -0-11-4 0-11-4 5-1-1 5-1-1 10-0-0 4-10-15 15-4-0 5-4-0 20-8-0 5-4-0 26-0-0 5-4-0 30-10-15 4-10-15 36-0-0 5-1-1 36-11-4 0-11-4 0- 6 - 6 5- 4 - 9 5- 6 - 6 0- 6 - 6 5- 4 - 9 6.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1] 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 0.64 0.99 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.71 0.19 (loc) 2-16 2-16 10 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 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 3-0-4 oc purlins, except 2-0-0 oc purlins (2-10-10 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-193(LC 6), 10=-193(LC 6) Max Grav 2=1746(LC 18), 10=1746(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2830/317, 3-4=-2731/263, 4-5=-2405/262, 5-7=-3176/307, 7-8=-2405/262, 8-9=-2731/263, 9-10=-2830/317 BOT CHORD 2-16=-205/2414, 14-16=-147/3139, 12-14=-147/3139, 10-12=-205/2414 WEBS 3-16=-455/145, 4-16=-16/880, 5-16=-1007/95, 7-12=-1007/95, 8-12=-16/880, 9-12=-455/145 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) 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=193, 10=193. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A2 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950521 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-7TQoFBcDZoY0NlqffEjXdFgtN6ZsO9BCDFUaGfyi_hD Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 1011 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 5x9 5x9 3x6 5x6 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 5x6 3x6 6-5-1 6-5-1 12-8-0 6-2-15 18-0-0 5-4-0 23-4-0 5-4-0 29-6-15 6-2-15 36-0-0 6-5-1 -0-11-4 0-11-4 6-5-1 6-5-1 12-8-0 6-2-15 18-0-0 5-4-0 23-4-0 5-4-0 29-6-15 6-2-15 36-0-0 6-5-1 36-11-4 0-11-4 0- 6 - 6 6- 8 - 9 6- 1 0 - 6 0- 6 - 6 6- 8 - 9 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-12], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [5:0-4-8,0-1-11], [7:0-4-8,0-1-11], [10:0-1-1,0-0-8], [10:0-6-12,0-1-1] 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 0.89 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.40 0.18 (loc) 15 15-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 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* 5-15,7-15: 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 (3-3-3 max.): 5-7. 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=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-199(LC 6), 10=-199(LC 6) Max Grav 2=1915(LC 18), 10=1915(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3272/292, 3-5=-2455/289, 5-6=-2249/310, 6-7=-2249/310, 7-9=-2455/289, 9-10=-3272/292 BOT CHORD 2-18=-173/2753, 17-18=-173/2753, 15-17=-61/2045, 13-15=-61/2045, 12-13=-173/2753, 10-12=-173/2753 WEBS 3-18=0/271, 3-17=-799/129, 5-17=0/505, 5-15=-31/517, 6-15=-695/112, 7-15=-31/517, 7-13=0/505, 9-13=-799/129, 9-12=0/271 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) 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=199, 10=199. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A3 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950522 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-bf_ASXdrJ5gt?vPrDxEmATD10Vwo7jRLSvE7o5yi_hC Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x10 5x9 5x6 3x10 6x6 4x9 3x4 2x4 3x4 3x8 3x4 2x4 6x6 4x6 7-9-1 7-9-1 15-4-0 7-6-15 20-8-0 5-4-0 28-2-15 7-6-15 36-0-0 7-9-1 -0-11-4 0-11-4 7-9-1 7-9-1 15-4-0 7-6-15 20-8-0 5-4-0 28-2-15 7-6-15 36-0-0 7-9-1 36-11-4 0-11-4 0- 6 - 6 8- 0 - 9 8- 2 - 6 0- 6 - 6 8- 0 - 9 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-2], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [5:0-4-8,0-1-11], [9:0-1-1,0-0-8], [9:0-6-12,0-1-1], [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 0.94 0.78 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.41 0.18 (loc) 13-14 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-6: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-14,5-13,8-13: 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, except 2-0-0 oc purlins (3-3-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 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=1493/0-3-8, 9=1493/0-3-8 Max Uplift 2=-206(LC 6), 9=-206(LC 6) Max Grav 2=1989(LC 18), 9=1989(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3543/306, 3-5=-2554/297, 5-6=-2099/303, 6-8=-2554/297, 8-9=-3543/306 BOT CHORD 2-16=-174/3013, 14-16=-174/3013, 13-14=-29/2099, 11-13=-174/3012, 9-11=-174/3012 WEBS 3-16=0/340, 3-14=-1030/165, 5-14=-4/619, 6-13=-4/619, 8-13=-1029/165, 8-11=0/339 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) 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=206, 9=206. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A4 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950523 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4rYYgteT4Pojc2z2mel?jgmD7vDrs0yVhZzgKXyi_hB Scale = 1:66.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 3x6 5x6 5x9 3x8 6x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 7x12 3x8 MT18HS 5x6 4x6 8-11-6 8-11-6 17-8-11 8-9-5 20-9-5 3-0-11 28-1-3 7-3-13 35-8-8 7-7-5 -0-11-4 0-11-4 6-0-4 6-0-4 11-10-8 5-10-3 17-8-11 5-10-3 20-9-5 3-0-11 28-1-3 7-3-13 35-8-8 7-7-5 0- 6 - 6 9- 2 - 1 4 9- 4 - 1 1 1- 1 1 - 2 9- 2 - 1 4 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-2], [2:0-6-12,0-1-1], [2:0-1-1,0-0-8], [7:0-4-8,0-1-11], [10:Edge,0-1-12], [12:0-3-8,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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.99 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.14 (loc) 15-17 15-17 11 l/defl >999 >914 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 166 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 4-6,6-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,5-17,9-12,10-11,10-12: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-5 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-17. WEBS 1 Row at midpt 5-15, 7-15, 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=1483/0-3-8, 11=1416/Mechanical Max Horz 2=29(LC 6) Max Uplift 2=-208(LC 6), 11=-162(LC 6) Max Grav 2=1969(LC 18), 11=1985(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/329, 3-5=-3272/319, 5-6=-2328/306, 6-7=-1944/303, 7-9=-2310/298, 9-10=-2702/258, 10-11=-1913/200 BOT CHORD 2-17=-238/3065, 15-17=-134/2590, 14-15=-18/1892, 12-14=-116/2309 WEBS 3-17=-370/153, 5-17=0/513, 5-15=-934/170, 6-15=-50/660, 7-15=-111/302, 7-14=-24/400, 9-14=-514/123, 9-12=-334/127, 10-12=-118/2208 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) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=208, 11=162. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A5 Truss Type COMMON Qty 3 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950524 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Y25wtDf5rjwaECYEKMGEFuIP4JZSbZ5evDjEs_yi_hA Scale = 1:62.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 3x6 5x6 3x6 5x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 4x6 3x6 2x8 3x6 8-11-13 8-11-13 19-3-0 10-3-3 26-7-4 7-4-4 35-8-8 9-1-4 6-6-6 6-6-6 12-10-11 6-4-5 19-3-0 6-4-5 24-7-11 5-4-11 30-0-5 5-4-11 35-8-8 5-8-3 0- 6 - 6 10 - 1 - 1 4 1- 1 1 - 2 6.00 12 Plate Offsets (X,Y)-- [1:0-1-1,0-0-8], [1:0-6-12,0-1-1] 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 0.77 0.96 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.69 0.13 (loc) 13-15 13-15 10 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 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* 4-13,5-13,7-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-13, 7-13, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1417/Mechanical, 10=1417/Mechanical Max Horz 1=17(LC 7) Max Uplift 1=-166(LC 6), 10=-167(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2547/336, 2-4=-2341/344, 4-5=-1535/308, 5-7=-1519/312, 7-8=-1801/297 BOT CHORD 1-15=-242/2185, 13-15=-131/1753, 11-13=-79/1518, 10-11=-144/1491 WEBS 2-15=-293/172, 4-15=-16/560, 4-13=-732/196, 5-13=-149/983, 7-13=-487/138, 8-10=-1793/217 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=166, 10=167. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A6 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950525 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-0EfI5Zgjc02RsM7Qu3oTo5rXjjvCKwmn8tSnPQyi_h9 Scale = 1:65.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 3x6 5x6 5x9 3x8 5x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 7x12 3x8 MT18HS 5x6 3x6 8-7-13 8-7-13 17-1-8 8-5-11 21-4-8 4-3-0 28-4-12 7-0-4 35-8-8 7-3-12 5-9-14 5-9-14 11-5-11 5-7-13 17-1-8 5-7-13 21-4-8 4-3-0 28-4-12 7-0-4 35-8-8 7-3-12 0- 6 - 6 8- 1 1 - 5 9- 1 - 2 1- 1 1 - 2 8- 1 1 - 5 6.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [6:0-4-8,0-1-11], [9:Edge,0-1-12], [11:0-3-8,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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 0.99 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.46 0.14 (loc) 14-16 1-16 10 l/defl >999 >929 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 162 lb FT = 0% GRIP 169/123 197/144 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* 5-14,6-14,6-13,8-13: 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 (3-11-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 1-16. WEBS 1 Row at midpt 3-14, 6-14, 8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1420/Mechanical, 10=1420/Mechanical Max Horz 1=17(LC 7) Max Uplift 1=-162(LC 6), 10=-161(LC 6) Max Grav 1=1890(LC 17), 10=1973(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3565/337, 2-3=-3275/325, 3-5=-2336/307, 5-6=-1954/304, 6-8=-2287/297, 8-9=-2645/256, 9-10=-1902/198 BOT CHORD 1-16=-250/3087, 14-16=-141/2588, 13-14=-25/1877, 11-13=-117/2254 WEBS 2-16=-395/157, 3-16=-2/529, 3-14=-918/165, 5-14=-38/648, 6-14=-90/303, 6-13=-12/389, 8-13=-467/116, 8-11=-351/124, 9-11=-121/2163 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=162, 10=161. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A7 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950526 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UQDhIvgMNKAITWidSnJiKJNns7G33OWxNXCKxsyi_h8 Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x8 5x6 5x6 3x6 5x6 4x6 3x4 2x4 3x8 3x4 3x8 3x4 4x12 3x8 MT18HS 5x6 3x6 7-3-13 7-3-13 14-5-8 7-1-11 24-0-8 9-7-0 29-10-8 5-10-0 36-0-0 6-1-8 7-3-13 7-3-13 14-5-8 7-1-11 19-3-0 4-9-8 24-0-8 4-9-8 29-10-8 5-10-0 36-0-0 6-1-8 37-11-4 1-11-4 0- 6 - 6 7- 7 - 5 7- 9 - 2 1- 9 - 6 7- 7 - 5 6.00 12 Plate Offsets (X,Y)-- [1:0-1-1,0-0-8], [1:0-6-12,0-1-1], [1:Edge,0-3-0], [9:0-2-11,0-2-8], [12:0-3-8,0-2-0] 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 0.69 0.95 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.68 0.14 (loc) 13-15 13-15 11 l/defl >999 >633 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S 1650F 1.6E, 1-3,7-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-15,5-13: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-15, 5-15, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1428/Mechanical, 11=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-156(LC 6), 11=-243(LC 6) Max Grav 1=1833(LC 18), 11=2028(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3335/308, 2-4=-2411/286, 4-5=-1980/290, 5-6=-1791/272, 6-8=-2157/272, 8-9=-2359/241, 9-11=-1963/277 BOT CHORD 1-17=-155/2853, 15-17=-155/2853, 13-15=-27/1941, 12-13=-58/1990 WEBS 2-17=0/286, 2-15=-985/173, 4-15=-13/597, 5-15=-259/164, 5-13=-486/75, 6-13=-18/551, 8-12=-395/89, 9-12=-104/1945 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) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=156, 11=243. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A8 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950527 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UQDhIvgMNKAITWidSnJiKJNkn7I53QaxNXCKxsyi_h8 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 5x9 4x9 3x6 3x4 2x4 3x4 2x4 3x10 5x9 3x4 4x6 5x6 3x8 2x8 3x6 5-11-13 5-11-13 11-9-8 5-9-11 19-3-0 7-5-8 26-8-8 7-5-8 36-0-0 9-3-8 5-11-13 5-11-13 11-9-8 5-9-11 19-3-0 7-5-8 26-8-8 7-5-8 31-2-8 4-6-0 36-0-0 4-9-8 37-11-4 1-11-4 0- 6 - 6 6- 3 - 5 6- 5 - 2 1- 9 - 6 6- 3 - 5 6.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [3:0-4-8,0-1-11], [5:0-4-8,Edge], [6:0-4-8,0-1-11] 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 0.89 0.82 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.15 (loc) 10-11 10-11 10 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 Weight: 159 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-13,6-13: 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 (3-6-1 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1428/Mechanical, 10=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-150(LC 6), 10=-236(LC 6) Max Grav 1=1710(LC 18), 10=1861(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3058/294, 2-3=-2493/285, 3-4=-2762/315, 4-6=-2758/314, 6-7=-2174/247, 8-10=-493/170 BOT CHORD 1-16=-154/2607, 15-16=-154/2607, 13-15=-42/2201, 11-13=-7/1949, 10-11=-65/1603 WEBS 2-15=-755/130, 3-15=0/508, 3-13=-39/716, 4-13=-961/167, 6-13=-84/1041, 7-11=0/451, 7-10=-1995/179 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) 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=150, 10=236. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A9 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950528 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ydn3WEh_8eI95gHp?UqxtWwwBWbNoqX4cBxuTJyi_h7 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 5x9 3x6 4x6 3x4 2x4 4x9 2x4 3x4 3x8 5x9 7x12 5x6 3x4 5x6 3x6 9-1-8 9-1-8 15-9-15 6-8-7 22-8-1 6-10-3 29-4-8 6-8-7 36-0-0 6-7-8 4-7-13 4-7-13 9-1-8 4-5-11 15-9-15 6-8-7 22-8-1 6-10-3 29-4-8 6-8-7 36-0-0 6-7-8 37-11-4 1-11-4 0- 6 - 6 4- 1 1 - 5 5- 1 - 2 1- 9 - 6 4- 1 1 - 5 6.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [3:0-4-8,0-1-11], [7:0-4-8,0-1-11], [8:0-3-0,0-1-12], [10:Edge,0-1-8], [11:0-3-8,Edge], [13:0-3-8,0-1-8] 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.95 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.57 0.16 (loc) 13-14 1-16 10 l/defl >999 >749 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* 3-5,5-7: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 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=1428/Mechanical, 10=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-144(LC 6), 10=-229(LC 6) Max Grav 1=1601(LC 17), 10=1776(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3030/318, 2-3=-3000/266, 3-4=-3798/337, 4-6=-3794/335, 6-7=-3623/317, 7-8=-2415/211, 8-10=-1716/262 BOT CHORD 1-16=-186/2628, 14-16=-67/2673, 13-14=-119/3619, 11-13=-26/2139 WEBS 2-16=-425/137, 3-16=0/387, 3-14=-88/1371, 4-14=-785/139, 6-13=-903/149, 7-13=-114/1811, 7-11=-368/96, 8-11=-47/2123 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=144, 10=229. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss A10 Truss Type SPECIAL Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950529 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fGsP2rcboUQ9lbFT5WCI528hKiCTffP2?bl0jDyi_hE Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 5x9 3x8 5x9 4x14 MT18HS2x4 4x9 3x4 3x8 2x4 3x4 3x8 5x9 8x8 5x6 4x9 4x9 3x8 MT18HS 6-5-8 6-5-8 11-8-12 5-3-4 17-1-12 5-5-0 22-6-12 5-5-0 27-10-0 5-3-4 36-0-0 8-2-0 6-5-8 6-5-8 11-8-12 5-3-4 17-1-12 5-5-0 22-6-12 5-5-0 27-10-0 5-3-4 29-11-4 2-1-4 36-0-0 6-0-12 37-11-4 1-11-4 0- 6 - 6 3- 7 - 5 4- 9 - 1 2 1- 9 - 6 3- 7 - 5 6.00 12 Plate Offsets (X,Y)-- [1:0-6-12,0-1-1], [1:0-1-1,0-0-8], [2:0-4-8,0-1-11], [7:0-4-8,0-1-14], [9:0-3-15,0-0-0], [12:0-3-8,Edge], [14:0-3-8,0-1-8], [17:0-3-8,0-2-0] 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 0.95 0.90 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.52 -0.97 0.21 (loc) 14-15 14-15 11 l/defl >826 >442 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 147 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 7-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 11-13: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-12: 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 (2-4-4 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=1428/Mechanical, 11=1560/0-3-8 Max Horz 1=-41(LC 6) Max Uplift 1=-140(LC 6), 11=-230(LC 6) Max Grav 1=1728(LC 20), 11=1730(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3430/258, 2-3=-4796/369, 3-4=-5448/406, 4-6=-5448/406, 6-7=-5042/391, 7-8=-3788/331, 8-9=-348/134, 9-11=-606/213 BOT CHORD 1-18=-115/3003, 17-18=-118/2997, 15-17=-216/4792, 14-15=-238/5038, 12-14=-130/3457, 11-12=-39/1966 WEBS 2-18=0/267, 2-17=-117/2133, 3-17=-1054/127, 3-15=-45/770, 4-15=-541/102, 6-15=-19/481, 6-14=-921/125, 7-14=-128/1878, 7-12=-2993/274, 8-12=-200/3417, 8-11=-2344/101 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) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=140, 11=230. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss AGR Truss Type HIP Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950530 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-u?vpwwjEgFYtKzRB7vsPyx?GuKHYGohN3VQ?YByi_h5 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 1112 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 5x9 3x6 4x6 6x8 3x4 2x4 4x6 4x6 3x4 4x9 2x4 3x4 4x6 5x9 4x6 3x4 2x4 6x8 4x6 3-11-1 3-11-1 7-4-0 3-4-15 12-7-2 5-3-2 18-0-0 5-4-14 23-4-14 5-4-14 28-8-0 5-3-2 32-0-15 3-4-15 36-0-0 3-11-1 -0-11-4 0-11-4 3-11-1 3-11-1 7-4-0 3-4-15 12-7-2 5-3-2 18-0-0 5-4-14 23-4-14 5-4-14 28-8-0 5-3-2 32-0-15 3-4-15 36-0-0 3-11-1 36-11-4 0-11-4 0- 6 - 6 4- 0 - 9 4- 2 - 6 0- 6 - 6 4- 0 - 9 6.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-11], [9:0-4-8,0-1-11] 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 0.83 0.90 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.35 -0.70 0.14 (loc) 17 17 11 l/defl >999 >608 n/a L/d 240 180 n/a PLATES MT20 Weight: 338 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 4-10-4 oc purlins, except 2-0-0 oc purlins (3-7-7 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2990/0-3-8, 11=3030/0-3-8 Max Uplift 2=-312(LC 6), 11=-314(LC 6) Max Grav 2=3223(LC 17), 11=3263(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6172/501, 3-4=-6092/482, 4-5=-8068/602, 5-6=-8904/647, 6-8=-8904/647, 8-9=-8116/605, 9-10=-6185/487, 10-11=-6249/505 BOT CHORD 2-21=-375/5362, 20-21=-375/5362, 19-20=-309/5468, 17-19=-460/8063, 15-17=-463/8111, 14-15=-314/5550, 13-14=-379/5429, 11-13=-379/5429 WEBS 3-20=-266/152, 4-20=-26/756, 4-19=-185/3184, 5-19=-1264/148, 5-17=-57/1017, 6-17=-540/99, 8-17=-53/959, 8-15=-1232/146, 9-15=-183/3143, 9-14=-30/821 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 18.0 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) 2=312, 11=314. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 259 lb down and 50 lb up at 3-4-12, 180 lb down and 29 lb up at 5-4-12, 180 lb down and 18 lb up at 7-4-12, 180 lb down and 18 lb up at 9-4-12, 180 lb down and 18 lb up at 11-4-12, 180 lb down and 18 lb up at 13-4-12, 180 lb down and 18 lb up at 15-4-12, 180 lb down and 18 lb up at 17-4-12, 180 lb down and 18 lb up at 19-4-12, 180 lb down and 18 lb up at 21-4-12, 180 lb down and 18 lb up at 23-4-12, 180 lb down and 18 lb up at 25-4-12, 180 lb down and 18 lb up at 27-4-12, 180 lb down and 18 lb up at 28-7-4, and 180 lb down and 29 lb up at 30-7-4, and 259 lb down and 50 lb up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss AGR Truss Type HIP Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950530 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:20 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-u?vpwwjEgFYtKzRB7vsPyx?GuKHYGohN3VQ?YByi_h5 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 9-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 20=-180(F) 15=-180(F) 14=-180(F) 24=-259(F) 25=-180(F) 26=-180(F) 27=-180(F) 28=-180(F) 29=-180(F) 30=-180(F) 31=-180(F) 32=-180(F) 33=-180(F) 34=-180(F) 35=-180(F) 36=-259(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss AGR1 Truss Type SPECIAL Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950531 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Fzii_enNVnBARlJ9wSSaf?j5WL0rx3v6Dm8mDPyi_h0 Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 482x8 4x9 3x6 5x6 5x9 6x8 4x9 3x8 4x6 3x4 4x6 3x4 4x6 3x4 4x6 7x10 MT18HS 4x9 4x6 2x4 4x6 6x8 5-1-12 5-1-12 10-1-12 5-0-0 15-1-12 5-0-0 20-1-12 5-0-0 25-0-0 4-10-4 27-10-0 2-10-0 32-0-8 4-2-8 36-0-0 3-11-8 5-1-12 5-1-12 10-1-12 5-0-0 15-1-12 5-0-0 20-1-12 5-0-0 25-0-0 4-10-4 27-10-0 2-10-0 32-0-8 4-2-8 36-0-0 3-11-8 37-11-4 1-11-4 2- 2 - 5 3- 7 - 5 3- 9 - 2 1- 9 - 6 3- 7 - 5 6.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-10,Edge], [9:0-4-8,0-1-11], [10:0-2-15,0-2-0], [21:0-3-8,0-2-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.77 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.68 -1.21 0.10 (loc) 17-18 17-18 12 l/defl >629 >355 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 377 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 1-21,2-20,3-18,5-17,6-15: 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 (3-1-2 max.): 1-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS.(lb/size)22=1419/Mechanical, 12=1501/0-3-8 Max Horz 22=-59(LC 6) Max Uplift 22=-173(LC 6), 12=-450(LC 6) Max Grav 22=2138(LC 20), 12=1849(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2031/194, 1-2=-5043/447, 2-3=-8313/772, 3-5=-9898/998, 5-6=-9827/1130, 6-7=-7689/1108, 7-8=-4237/707, 8-9=-3701/641, 9-10=-2157/429, 10-12=-1815/440 BOT CHORD 20-21=-345/5043, 18-20=-670/8313, 17-18=-895/9898, 15-17=-1027/9827, 14-15=-1003/7742, 13-14=-253/1943 WEBS 1-21=-439/5222, 2-21=-1729/221, 2-20=-346/3480, 3-20=-1087/178, 3-18=-240/1686, 5-18=-485/144, 6-15=-2280/25, 7-15=0/739, 7-14=-4850/616, 8-14=-228/1602, 9-14=-296/2206, 9-13=-697/73, 10-13=-315/2023 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 20.0 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) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=173, 12=450. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss AGR1 Truss Type SPECIAL Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950531 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:25 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Fzii_enNVnBARlJ9wSSaf?j5WL0rx3v6Dm8mDPyi_h0 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 41 lb up at 1-11-4, 21 lb down and 41 lb up at 3-11-4, 21 lb down and 41 lb up at 5-11-4, 21 lb down and 41 lb up at 7-11-4, 21 lb down and 41 lb up at 9-11-4, 21 lb down and 41 lb up at 11-11-4, 21 lb down and 41 lb up at 13-11-4, 21 lb down and 41 lb up at 15-11-4, 21 lb down and 41 lb up at 17-11-4, 21 lb down and 41 lb up at 19-11-4, 21 lb down and 41 lb up at 21-11-4, 21 lb down and 41 lb up at 23-9-12, 34 lb down and 45 lb up at 25-11-4, 1 lb down and 49 lb up at 27-10-0, 1 lb down and 48 lb up at 29-11-4, and 1 lb down and 49 lb up at 32-0-8, and 35 lb down and 45 lb up at 33-11-4 on top chord, and 1 lb down and 8 lb up at 1-11-4, 1 lb down and 8 lb up at 3-11-4, 1 lb down and 8 lb up at 5-11-4, 1 lb down and 8 lb up at 7-11-4, 1 lb down and 8 lb up at 9-11-4, 1 lb down and 8 lb up at 11-11-4, 1 lb down and 8 lb up at 13-11-4, 1 lb down and 8 lb up at 15-11-4, 1 lb down and 8 lb up at 17-11-4, 1 lb down and 8 lb up at 19-11-4, 1 lb down and 8 lb up at 21-11-4, 1 lb down and 8 lb up at 23-9-12, 92 lb up at 25-11-4, 2 lb down and 35 lb up at 27-11-4, 2 lb down and 35 lb up at 29-11-4, and 2 lb down and 35 lb up at 31-11-4, and 92 lb up at 33-11-4 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: 1-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 12-22=-20 Concentrated Loads (lb) Vert: 19=-1(B) 20=-1(B) 17=-1(B) 14=5(B) 13=5(B) 16=-1(B) 38=-1(B) 39=-1(B) 40=-1(B) 41=-1(B) 42=-1(B) 43=-1(B) 44=-1(B) 45=-1(B) 46=28(B) 47=5(B) 48=28(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss AS Truss Type COMMON Qty 5 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950532 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-j9G4B_n?G5J02uuLTAzpCCFKYlLQgc2GRQtJlryi_h? Scale = 1:59.9 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 3x6 5x6 3x6 5x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 4x6 3x4 3x4 3x6 8-11-13 8-11-13 18-0-0 9-0-3 26-7-4 8-7-4 35-8-8 9-1-4 -0-11-4 0-11-4 6-1-6 6-1-6 12-0-11 5-11-5 18-0-0 5-11-5 23-9-11 5-9-11 29-7-5 5-9-11 35-8-8 6-1-3 0- 6 - 6 9- 6 - 6 0- 8 - 2 6.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-0-8], [2:0-6-12,0-1-1], [11:0-3-11,0-1-3] 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 0.63 0.87 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.51 0.14 (loc) 11-12 11-12 11 l/defl >999 >843 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* 5-14,6-14,7-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 SLIDER Right 2x4 SPF Stud/No.3 3-4-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1488/0-3-8, 11=1422/Mechanical Max Horz 2=13(LC 6) Max Uplift 2=-212(LC 6), 11=-166(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2549/339, 3-5=-2331/331, 5-6=-1644/312, 6-7=-1644/313, 7-9=-2258/328, 9-11=-2481/339 BOT CHORD 2-16=-229/2185, 14-16=-124/1822, 12-14=-120/1808, 11-12=-223/2102 WEBS 3-16=-265/155, 5-16=0/485, 5-14=-700/176, 6-14=-153/1089, 7-14=-703/173, 7-12=0/433 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) 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) 2=212, 11=166. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss B1 Truss Type SPECIAL Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950533 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BLqTOJod0PRtg2TY1tU2kQoRF9n_P3JPg4dsIHyi_h_ Scale = 1:36.2 1 2 3 4 5 6 11 10 9 8 7 12 13 6x6 5x6 4x6 2x4 3x6 4x6 3x8 3x4 5x6 3x4 3x6 6-0-0 6-0-0 14-0-0 8-0-0 18-3-8 4-3-8 -2-3-12 2-3-12 6-0-0 6-0-0 14-0-0 8-0-0 16-0-0 2-0-0 18-3-8 2-3-8 1- 2 - 1 4 5- 1 - 1 5- 2 - 1 4 2- 4 - 9 1- 0 - 0 5- 1 - 1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-3-5,Edge], [4:0-3-0,0-2-3] 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 0.89 0.47 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 8-9 8-9 13 l/defl >999 >839 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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* 3-8: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-3 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=877/0-3-8, 13=687/0-3-8 Max Horz 11=114(LC 4) Max Uplift 11=-128(LC 4), 13=-49(LC 4) Max Grav 11=877(LC 1), 13=713(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-850/72, 3-4=-557/91, 4-5=-623/75, 2-11=-834/154, 7-12=-10/554, 6-12=-10/554 BOT CHORD 8-9=-3/612, 7-8=0/363 WEBS 5-8=0/314, 2-9=0/594, 5-7=-601/18, 6-13=-729/51 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) 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) 13 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) 13 except (jt=lb) 11=128. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss B2 Truss Type SPECIAL Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950534 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BLqTOJod0PRtg2TY1tU2kQoVE9oVP0OPg4dsIHyi_h_ Scale = 1:40.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 4x9 5x9 4x6 3x6 3x8 4x6 3x4 3x4 4x6 3x6 3x8 3x6 8-0-0 8-0-0 12-0-0 4-0-0 18-3-8 6-3-8 -2-3-12 2-3-12 4-1-12 4-1-12 8-0-0 3-10-4 12-0-0 4-0-0 15-0-0 3-0-0 18-3-8 3-3-8 1- 2 - 1 4 6- 5 - 1 6- 6 - 1 4 2- 4 - 9 1- 0 - 0 6- 5 - 1 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-4-8,0-1-3], [5:0-4-8,0-1-3] 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 0.63 0.44 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.02 (loc) 10-12 10-12 14 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 Weight: 97 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5. 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)12=877/0-3-8, 14=687/0-3-8 Max Horz 12=114(LC 4) Max Uplift 12=-124(LC 4), 14=-44(LC 4) Max Grav 12=877(LC 1), 14=737(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-757/97, 4-5=-604/106, 5-6=-678/106, 2-12=-292/126, 8-13=-8/564, 7-13=-8/564 BOT CHORD 10-12=-32/618, 9-10=0/472, 8-9=-9/440 WEBS 3-12=-752/61, 6-8=-605/48, 7-14=-753/46 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) 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) 14 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) 14 except (jt=lb) 12=124. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss BGR Truss Type SPECIAL Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950535 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fYOrcfpFniZkIC2kbb?HHdLdbY8E8TPYvkMQpkyi_gz Scale = 1:38.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 4x9 4x6 4x12 5x6 4x6 2x4 8x8 2x4 3x8 2x4 2x4 4x9 3x8 2x4 4-0-0 4-0-0 8-0-9 4-0-9 11-11-7 3-10-13 16-0-0 4-0-9 19-8-8 3-8-8 20-0-0 0-3-8 -2-3-12 2-3-12 4-0-0 4-0-0 8-0-9 4-0-9 11-11-7 3-10-13 16-0-0 4-0-9 19-8-8 3-8-8 20-0-0 0-3-8 1- 2 - 1 4 3- 1 0 - 1 4 0- 2 - 1 4 1- 0 - 0 3- 1 0 - 1 4 8.00 12 Plate Offsets (X,Y)-- [2:0-9-15,0-0-3], [4:0-6-12,0-2-0], [7:0-3-12,0-2-0], [8:0-5-13,0-5-8] 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 0.78 0.40 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.11 0.02 (loc) 12-13 12-13 8 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 2x6 SPF No.2 *Except* 8-10: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 2-7-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except 2-0-0 oc purlins (4-4-0 max.): 4-7. 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=1280/0-3-8, 8=1200/Mechanical Max Horz 2=62(LC 4) Max Uplift 2=-77(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1427/0, 4-5=-1608/0, 5-6=-1608/0, 6-7=-1065/0, 7-8=-1312/0 BOT CHORD 2-15=0/1019, 13-15=0/1025, 12-13=0/1594, 11-12=0/1594 WEBS 4-13=0/772, 5-13=-265/78, 6-12=0/259, 6-11=-714/0, 9-11=0/421, 7-9=0/467, 8-11=0/1052 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) 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) 2. 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) 70 lb down and 31 lb up at 2-0-12, 79 lb down at 4-0-12, 79 lb down at 6-0-12, 79 lb down at 8-0-12, 79 lb down at 10-0-12, 79 lb down at 12-0-12, 79 lb down at 14-0-12, and 79 lb down at 15-10-4, and 70 lb down and 31 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-8=-60, 2-10=-20, 8-9=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss BGR Truss Type SPECIAL Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950535 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:28 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fYOrcfpFniZkIC2kbb?HHdLdbY8E8TPYvkMQpkyi_gz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-79(F) 13=-79(F) 12=-79(F) 11=-79(F) 16=-70(F) 17=-79(F) 18=-79(F) 19=-79(F) 20=-70(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss CAR01 Truss Type Hip Girder Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950536 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-7kyDp?qtY0hbvMdw9IWWqrtl5yTot?wi7O6zLAyi_gy Scale = 1:40.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 4x9 4x9 4x12 5x6 4x6 3x6 2x4 3x4 3x8 2x4 3x4 3x6 2x4 4x12 5x6 3-9-12 3-9-12 7-4-0 3-6-4 11-4-0 4-0-0 15-4-0 4-0-0 18-10-4 3-6-4 22-8-0 3-9-12 -0-11-4 0-11-4 3-9-12 3-9-12 7-4-0 3-6-4 11-4-0 4-0-0 15-4-0 4-0-0 18-10-4 3-6-4 22-8-0 3-9-12 23-7-4 0-11-4 1- 2 - 1 4 5- 6 - 3 1- 2 - 1 4 5- 6 - 3 7.00 12 Plate Offsets (X,Y)-- [2:0-10-1,0-0-2], [5:0-6-8,0-2-0], [7:0-6-8,0-2-0], [10:0-10-1,0-0-2] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.51 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.04 (loc) 14 14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 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 SLIDER Left 2x8 SP No.2 2-4-2, Right 2x8 SP No.2 2-4-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2462/0-3-8, 10=2462/0-3-8 Max Uplift 2=-207(LC 6), 10=-207(LC 6) Max Grav 2=2739(LC 18), 10=2739(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3618/265, 4-5=-3129/254, 5-6=-3136/258, 6-7=-3136/258, 7-8=-3129/254, 8-10=-3618/265 BOT CHORD 2-17=-162/2777, 16-17=-162/2777, 14-16=-107/2738, 13-14=-107/2738, 12-13=-162/2777, 10-12=-162/2777 WEBS 4-17=-63/402, 5-16=-34/866, 5-14=-29/645, 6-14=-433/108, 7-14=-29/645, 7-13=-34/866, 8-12=-63/402 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) 2=207, 10=207. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474 lb down and 77 lb up at 3-4-12, 298 lb down and 30 lb up at 5-4-12, 291 lb down and 18 lb up at 7-4-12, 291 lb down and 18 lb up at 9-4-12, 291 lb down and 18 lb up at 11-4-0, 291 lb down and 18 lb up at 13-3-4, 291 lb down and 18 lb up at 15-3-4, and 298 lb down and 30 lb up at 17-3-4, and 474 lb down and 77 lb up at 19-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CAR01 Truss Type Hip Girder Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950536 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:29 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-7kyDp?qtY0hbvMdw9IWWqrtl5yTot?wi7O6zLAyi_gy LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 16=-291(F) 14=-291(F) 13=-291(F) 22=-474(F) 23=-298(F) 24=-291(F) 25=-291(F) 26=-298(F) 27=-474(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss CAR02 Truss Type Hip Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950537 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-cwWb1LqWJJpSXWC6i02lM2Q2iMlVcGJrM2rWtcyi_gx Scale = 1:43.3 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 4x6 4x9 3x6 3x8 4x6 3x4 4x6 3x6 3x8 3x8 3x6 9-4-0 9-4-0 13-4-0 4-0-0 22-8-0 9-4-0 -0-11-4 0-11-4 4-9-12 4-9-12 9-4-0 4-6-4 13-4-0 4-0-0 17-10-4 4-6-4 22-8-0 4-9-12 23-7-4 0-11-4 1- 2 - 1 4 6- 8 - 3 1- 2 - 1 4 6- 8 - 3 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [5:0-6-8,0-2-0] 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 0.49 0.67 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.05 (loc) 9-10 9-10 9 l/defl >999 >497 n/a L/d 240 180 n/a PLATES MT20 Weight: 107 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 4-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-2 max.): 4-5. 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)13=960/0-3-8, 9=960/0-3-8 Max Uplift 13=-90(LC 6), 9=-90(LC 6) Max Grav 13=1388(LC 18), 9=1388(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-375/56, 3-4=-1302/127, 4-5=-1054/132, 5-6=-1302/127, 6-7=-376/56, 2-13=-472/90, 7-9=-472/90 BOT CHORD 12-13=-14/1227, 10-12=0/1009, 9-10=-14/1227 WEBS 3-12=-306/110, 4-12=0/318, 5-10=0/318, 6-10=-307/110, 3-13=-1313/85, 6-9=-1312/86 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 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) 13, 9. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CAR03 Truss Type Common Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950538 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-cwWb1LqWJJpSXWC6i02lM2Q3lMoVcF1rM2rWtcyi_gx Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 4x6 3x6 3x6 3x4 4x6 3x4 4x6 3x10 3x6 3x6 3x10 7-7-13 7-7-13 15-0-3 7-4-5 22-8-0 7-7-13 -0-11-4 0-11-4 5-9-12 5-9-12 11-4-0 5-6-4 16-10-4 5-6-4 22-8-0 5-9-12 23-7-4 0-11-4 1- 2 - 1 4 7- 1 0 - 3 1- 2 - 1 4 7.00 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 0.42 0.48 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.04 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 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* 5-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 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)14=960/0-3-8, 10=960/0-3-8 Max Uplift 14=-85(LC 6), 10=-85(LC 6) Max Grav 14=1021(LC 12), 10=1021(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/111, 3-5=-1194/163, 5-7=-1194/163, 7-8=-343/111, 2-14=-360/124, 8-10=-360/124 BOT CHORD 13-14=0/973, 11-13=0/676, 10-11=0/973 WEBS 5-11=-37/435, 7-11=-260/139, 5-13=-37/435, 3-13=-260/139, 3-14=-971/2, 7-10=-971/2 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) 14, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CGR Truss Type SPECIAL Qty 1 Ply 3 RIVIERA/3500 C TUDOR Job Reference (optional) I30950539 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-473zEhr84dxJ9gnJGjZ_vGzCPm3gLiB?bib4Q2yi_gw Scale = 1:39.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 5x9 5x10 MT18HS 4x14 MT18HS 5x9 3x8 MT18HS 5x6 10x10 8x8 3x6 3x6 8x8 10x10 5x6 4x8 MT18HS 5x6 3-11-0 3-11-0 9-1-0 5-2-0 11-1-0 2-0-0 14-7-0 3-6-0 18-1-0 3-6-0 20-0-0 1-11-0 -1-11-4 1-11-4 3-11-0 3-11-0 9-1-0 5-2-0 11-1-0 2-0-0 14-7-0 3-6-0 18-1-0 3-6-0 20-0-0 1-11-0 2- 1 - 4 4- 6 - 1 2 3- 2 - 1 2 4- 8 - 9 2- 1 - 4 4- 6 - 1 2 8.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [3:0-4-8,0-1-3], [4:0-5-0,0-0-14], [7:0-4-8,0-1-3], [8:0-2-8,0-2-4], [9:Edge,0-3-8], [10:0-3-8,0-5-0], [11:0-3-8,0-4-0], [15:0-3-8,0-5-0] 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 0.56 0.80 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.31 0.04 (loc) 11-12 11-12 9 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 368 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 6-12,7-11: 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 (5-5-11 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=8168/0-3-8, 9=8499/0-3-8 Max Horz 16=60(LC 4) Max Uplift 16=-177(LC 4), 9=-292(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7294/155, 3-4=-9733/244, 4-5=-11932/276, 5-6=-13693/338, 6-7=-11251/374, 7-8=-5444/236, 2-16=-7140/196, 8-9=-7869/305 BOT CHORD 13-15=-34/6022, 12-13=-260/13661, 11-12=-296/11249, 10-11=-138/4690 WEBS 3-15=-67/781, 3-13=-120/4753, 4-13=-77/6304, 5-13=-6918/243, 5-12=-575/0, 6-12=0/3101, 6-11=-2535/93, 7-11=-205/8538, 7-10=-2460/98, 2-15=-25/6607, 8-10=-228/6613 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 0-7-0 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, Except member 12-5 2x4 - 2 rows staggered at 0-6-0 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) 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. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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) 16=177, 9=292. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb up at 13-0-12, 59 lb up at 15-0-12, and 59 lb up at 17-0-12, and 142 lb up at 18-1-0 on top chord, and 1403 lb down and 7 lb up at 0-11-15, 1402 lb down and 8 lb up at 2-11-15, 1402 lb down and 8 lb up at 4-11-15, 1402 lb down and 8 lb up at 6-11-15, 1402 lb down and 8 lb up at 8-11-15, 1965 lb down and 6 lb up at 10-11-15, 1397 lb down and 9 lb up at 12-11-15, 43 lb up at 13-0-12, 1397 lb down and 9 lb up at 14-11-15, 43 lb up at 15-0-12, 1397 lb down and 9 lb up at 16-11-15, 43 lb up at 17-0-12, and 70 lb up at 18-0-4, and 1954 lb down and 4 lb up at 18-11-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CGR Truss Type SPECIAL Qty 1 Ply 3 RIVIERA/3500 C TUDOR Job Reference (optional) I30950539 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:31 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-473zEhr84dxJ9gnJGjZ_vGzCPm3gLiB?bib4Q2yi_gw 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, 4-5=-60, 5-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 7=56(F) 13=-1402(B) 12=-1965(B) 10=10(F) 17=22(F) 18=22(F) 19=22(F) 20=-1403(B) 21=-1402(B) 22=-1402(B) 23=-1402(B) 24=-1390(F=7, B=-1397) 25=-1390(F=7, B=-1397) 26=-1390(F=7, B=-1397) 27=-1954(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss CR01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950540 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-YJdMS1smrx3AmpMVqQ4DRTVRLAYF4O78qMKdyVyi_gv Scale = 1:18.5 1 2 3 5 4 6 7 8 2x4 3x4 2x4 4x6 4-7-1 4-7-1 -1-3-15 1-3-15 4-7-1 4-7-1 1- 2 - 1 4 3- 1 - 9 4.95 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.21 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 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 4-7-1 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=274/0-4-9, 4=156/Mechanical Max Horz 5=58(LC 6) Max Uplift 5=-123(LC 6), 4=-67(LC 6) Max Grav 5=278(LC 9), 4=170(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 19.1 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) 4 except (jt=lb) 5=123. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 41 lb up at 1-10-3, and 90 lb down and 41 lb up at 1-10-3 on top chord, and 10 lb down and 19 lb up at 1-10-3, and 10 lb down and 19 lb up at 1-10-3 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, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(F=1, B=1) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CR02 Truss Type Jack-Open Qty 4 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950541 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-YJdMS1smrx3AmpMVqQ4DRTVSgAa84Oe8qMKdyVyi_gv Scale = 1:12.9 1 2 5 3 42x4 2x4 1-2-15 1-2-15 -0-11-4 0-11-4 1-2-15 1-2-15 1- 2 - 1 4 1- 1 1 - 9 1- 6 - 1 1 1- 1 1 - 9 7.00 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-R 0.20 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 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 1-2-15 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=141/0-3-8, 3=7/Mechanical, 4=4/Mechanical Max Horz 5=83(LC 6) Max Uplift 5=-4(LC 6), 3=-30(LC 8), 4=-22(LC 6) Max Grav 5=184(LC 8), 3=39(LC 7), 4=23(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) 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) 5, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CR03 Truss Type Half Hip Girder Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950542 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-0VBkfNtOcEB1OzwhO8bS_h2ZoZw_pp?I204BUxyi_gu Scale = 1:20.1 1 2 3 4 5 7 6 8 9 10 11 4x9 2x4 4x6 3x10 5x6 2x4 3-4-0 3-4-0 7-4-0 4-0-0 -0-11-4 0-11-4 3-4-0 3-4-0 7-4-0 4-0-0 1- 2 - 1 4 3- 2 - 3 7.00 12 Plate Offsets (X,Y)-- [2:0-8-1,0-0-2], [4:0-6-8,0-2-0] 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 0.50 0.11 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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 SLIDER Left 2x8 SP No.2 2-1-13 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 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=399/Mechanical, 2=450/0-3-8 Max Horz 2=-7(LC 22) Max Uplift 6=-101(LC 6), 2=-113(LC 6) Max Grav 6=494(LC 14), 2=592(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-555/110 BOT CHORD 2-7=-30/319, 6-7=-31/331 WEBS 4-7=-14/262, 4-6=-419/90 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=101, 2=113. 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) 97 lb down and 68 lb up at 3-4-0, and 102 lb down and 61 lb up at 5-4-12 on top chord, and 155 lb down and 79 lb up at 3-4-0, and 29 lb down and 14 lb up at 5-4-12 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: 1-4=-60, 4-5=-60, 2-6=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CR03 Truss Type Half Hip Girder Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950542 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:33 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-0VBkfNtOcEB1OzwhO8bS_h2ZoZw_pp?I204BUxyi_gu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-25(F) 7=-155(F) 10=-25(F) 11=-13(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss CR04 Truss Type Half Hip Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950543 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-0VBkfNtOcEB1OzwhO8bS_h2VnZuWppiI204BUxyi_gu Scale = 1:28.1 1 2 3 4 7 6 5 2x4 3x4 2x4 4x6 4x9 3x6 5-4-0 5-4-0 7-4-0 2-0-0 -0-11-4 0-11-4 5-4-0 5-4-0 7-4-0 2-0-0 1- 2 - 1 4 4- 4 - 3 7.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] 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-P 0.76 0.20 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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 5-9-13 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)5=277/Mechanical, 7=352/0-3-8 Max Horz 7=37(LC 6) Max Uplift 5=-50(LC 6), 7=-67(LC 6) Max Grav 5=322(LC 19), 7=554(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/37, 2-7=-510/93 WEBS 3-5=-330/13 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CR05 Truss Type Monopitch Qty 5 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950544 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-Uil6sju0NYJu07Vuxr6hWubddz9NYHYRHgpk0Nyi_gt Scale = 1:33.1 1 2 3 5 4 6 2x4 4x6 2x4 3x6 7-4-0 7-4-0 -0-11-4 0-11-4 7-4-0 7-4-0 1- 2 - 1 4 5- 6 - 3 7.00 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 0.94 0.55 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.37 -0.00 (loc) 4-5 4-5 4 l/defl >573 >229 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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, 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=277/Mechanical, 5=352/0-3-8 Max Horz 5=39(LC 6) Max Uplift 4=-33(LC 6), 5=-63(LC 6) Max Grav 4=311(LC 9), 5=358(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-288/105 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) 4, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss CR06 Truss Type Jack-Open Qty 4 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950545 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:gyLAUVZvpDLiff6v9oivzvzJap2-Uil6sju0NYJu07Vuxr6hWubn8zEfYH8RHgpk0Nyi_gt Scale = 1:18.9 1 2 5 6 3 4 2x4 2x4 3-4-0 3-4-0 -0-11-4 0-11-4 3-4-0 3-4-0 1- 2 - 1 4 3- 2 - 3 7.00 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-R 0.27 0.21 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.02 (loc) 4-5 4-5 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 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 3-4-0 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=201/0-3-8, 3=81/Mechanical, 4=33/Mechanical Max Horz 5=123(LC 6) Max Uplift 5=-12(LC 6), 3=-55(LC 6), 4=-2(LC 6) Max Grav 5=202(LC 9), 3=113(LC 12), 4=59(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) 5, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss D Truss Type COMMON Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950546 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-yuJU43ue8sRldH44VZdw367_6NTYHh9aWKZHZqyi_gs Scale = 1:40.3 1 2 3 4 5 6 7 8 9 10 4x6 3x8 3x4 5x9 2x4 2x4 3x8 3x4 9-0-0 9-0-0 18-0-0 9-0-0 -0-11-4 0-11-4 4-7-12 4-7-12 9-0-0 4-4-4 13-4-4 4-4-4 18-0-0 4-7-12 18-11-4 0-11-4 0- 8 - 4 6- 8 - 4 0- 8 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [8:0-4-1,Edge], [10:0-4-8,0-3-0] 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 0.19 0.68 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.03 (loc) 8-10 8-10 8 l/defl >999 >652 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 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 SLIDER Left 2x4 SPF Stud/No.3 2-8-14, Right 2x4 SPF Stud/No.3 2-8-14 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=776/0-3-8, 8=776/0-3-8 Max Uplift 2=-71(LC 4), 8=-71(LC 4) Max Grav 2=823(LC 8), 8=823(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1028/103, 4-5=-817/94, 5-6=-817/94, 6-8=-1028/103 BOT CHORD 2-10=-7/767, 8-10=-7/767 WEBS 5-10=-20/544, 6-10=-283/118, 4-10=-283/118 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss D1 Truss Type Hip Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950547 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-yuJU43ue8sRldH44VZdw367wFNZEHgRaWKZHZqyi_gs Scale = 1:32.4 1 2 3 4 5 6 7 8 9 13 12 11 10 4x9 4x9 3x6 3x4 3x6 2x4 3x8 2x4 2x4 3x6 3x4 3-0-0 3-0-0 9-0-0 6-0-0 15-0-0 6-0-0 18-0-0 3-0-0 -0-11-4 0-11-4 3-0-0 3-0-0 9-0-0 6-0-0 15-0-0 6-0-0 18-0-0 3-0-0 18-11-4 0-11-4 0- 8 - 4 2- 8 - 4 0- 8 - 4 2- 8 - 4 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-6-12,0-2-0], [6:0-6-12,0-2-0], [8:Edge,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 0.44 0.32 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.03 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 70 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 SLIDER Left 2x4 SPF Stud/No.3 1-9-15, Right 2x4 SPF Stud/No.3 1-9-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except 2-0-0 oc purlins (4-4-12 max.): 4-6. 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=776/0-3-8, 8=776/0-3-8 Max Uplift 2=-85(LC 4), 8=-85(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1030/84, 4-5=-1454/153, 5-6=-1454/153, 6-8=-1029/84 BOT CHORD 2-13=-10/779, 11-13=-7/785, 10-11=-7/785, 8-10=-10/779 WEBS 4-11=-72/720, 5-11=-411/130, 6-11=-72/720 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) 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) 2, 8. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss D2 Truss Type Hip Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950548 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Q4tsHOvGv9ZcFRfG3G89cJg86nry096kk_Ir5Gyi_gr Scale = 1:32.4 1 2 3 4 5 6 7 8 9 12 11 10 4x6 4x6 3x6 3x4 3x6 3x4 3x4 3x4 3x6 3x4 4-6-0 4-6-0 13-6-0 9-0-0 18-0-0 4-6-0 -0-11-4 0-11-4 4-6-0 4-6-0 9-0-0 4-6-0 13-6-0 4-6-0 18-0-0 4-6-0 18-11-4 0-11-4 0- 8 - 4 3- 8 - 4 0- 8 - 4 3- 8 - 4 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-3-12,0-2-0], [6:0-3-12,0-2-0], [8:Edge,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 0.24 0.54 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.03 (loc) 10-12 10-12 8 l/defl >999 >639 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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 SLIDER Left 2x4 SPF Stud/No.3 2-8-12, Right 2x4 SPF Stud/No.3 2-8-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. 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=776/0-3-8, 8=776/0-3-8 Max Uplift 2=-81(LC 4), 8=-81(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1021/71, 4-5=-802/88, 5-6=-802/88, 6-8=-1021/71 BOT CHORD 2-12=0/747, 10-12=-37/958, 8-10=0/747 WEBS 4-12=0/363, 6-10=0/363 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) 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) 2, 8. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss D3 Truss Type Hip Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950549 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Q4tsHOvGv9ZcFRfG3G89cJg4anuG0A4kk_Ir5Gyi_gr Scale = 1:32.4 1 2 3 4 5 6 7 8 11 10 9 4x9 4x6 3x6 3x4 3x4 3x6 2x4 3x4 3x6 3x4 3x4 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 -0-11-4 0-11-4 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 18-11-4 0-11-4 0- 8 - 4 4- 8 - 4 0- 8 - 4 4- 8 - 4 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-6-12,0-2-0], [5:0-3-12,0-2-0], [7:0-3-13,0-0-8] 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.33 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.03 (loc) 2-11 2-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 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 SLIDER Left 2x4 SPF Stud/No.3 3-7-9, Right 2x4 SPF Stud/No.3 3-7-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, except 2-0-0 oc purlins (5-11-12 max.): 4-5. 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=776/0-3-8, 7=776/0-3-8 Max Uplift 2=-78(LC 4), 7=-78(LC 4) Max Grav 2=791(LC 8), 7=791(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-951/85, 4-5=-756/108, 5-7=-951/85 BOT CHORD 2-11=0/687, 9-11=0/691, 7-9=0/687 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) 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) 2, 7. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss D4 Truss Type Hip Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950550 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uHREVkwvgThTtbETd_gO8XD9QBBKldVtze2Odiyi_gq Scale = 1:37.6 1 2 3 4 5 6 7 8 11 10 9 4x9 4x6 3x6 3x4 3x4 3x6 2x4 3x4 3x6 3x4 3x4 7-6-0 7-6-0 10-6-0 3-0-0 18-0-0 7-6-0 -0-11-4 0-11-4 7-6-0 7-6-0 10-6-0 3-0-0 18-0-0 7-6-0 18-11-4 0-11-4 0- 8 - 4 5- 8 - 4 0- 8 - 4 5- 8 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-8], [4:0-6-12,0-2-0], [5:0-3-12,0-2-0], [7:0-3-9,0-0-12] 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 0.84 0.47 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 2-11 2-11 7 l/defl >999 >837 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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 SLIDER Left 2x4 SPF Stud/No.3 4-6-6, Right 2x4 SPF Stud/No.3 4-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. 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=776/0-3-8, 7=776/0-3-8 Max Uplift 2=-74(LC 4), 7=-74(LC 4) Max Grav 2=807(LC 8), 7=807(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-903/83, 4-5=-714/117, 5-7=-904/83 BOT CHORD 2-11=0/619, 9-11=0/622, 7-9=0/619 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) 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) 2, 7. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss DGR Truss Type HOWE Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950551 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uHREVkwvgThTtbETd_gO8XDA7BAHlPptze2Odiyi_gq Scale = 1:42.6 1 2 3 4 5 6 7 11 10 9 81213141516 17 186x10 6x12 MT18HS 4x9 4x16 4x9 10x10 4x16 4x9 6x10 4-8-6 4-8-6 9-0-0 4-3-10 13-3-10 4-3-10 18-0-0 4-8-6 -0-11-4 0-11-4 4-8-6 4-8-6 9-0-0 4-3-10 13-3-10 4-3-10 18-0-0 4-8-6 18-11-4 0-11-4 0- 8 - 4 6- 8 - 4 0- 8 - 4 8.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-2-1], [6:0-1-8,0-2-1], [9:0-5-0,0-6-4] 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 0.80 0.54 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.26 0.06 (loc) 8-9 8-9 6 l/defl >999 >833 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 222 lb FT = 0% GRIP 197/144 244/190 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 4-9: 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=7367/0-3-8, 6=7753/0-3-8 Max Uplift 2=-57(LC 4), 6=-56(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10519/30, 3-4=-7401/75, 4-5=-7401/75, 5-6=-10485/39 BOT CHORD 2-11=0/8434, 9-11=0/8434, 8-9=0/8407, 6-8=0/8407 WEBS 3-11=0/3666, 4-9=-7/7860, 5-8=0/3625, 3-9=-2952/68, 5-9=-2918/77 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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) 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. 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) 2, 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2118 lb down and 27 lb up at 2-7-5, 1708 lb down at 4-8-1, 1581 lb down at 6-8-1, 1690 lb down at 8-8-1, 1813 lb down and 1 lb up at 10-8-1, 1870 lb down and 5 lb up at 12-8-1, and 1397 lb down and 9 lb up at 14-8-1, and 1397 lb down and 9 lb up at 16-8-1 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: 2-6=-20, 1-4=-60, 4-7=-60 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss DGR Truss Type HOWE Qty 1 Ply 2 RIVIERA/3500 C TUDOR Job Reference (optional) I30950551 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:37 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-uHREVkwvgThTtbETd_gO8XDA7BAHlPptze2Odiyi_gq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-1708(B) 12=-2118(B) 13=-1581(B) 14=-1690(B) 15=-1813(B) 16=-1870(B) 17=-1397(B) 18=-1397(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss DGR1 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950552 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NT_di4xXRnpJUkpfAhBdhklP3aTCUwd1CInyA8yi_gp Scale = 1:33.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 25 26 5x9 3x6 3x10 4x6 2x4 6x6 4x6 6x8 2x4 5x9 2x4 3x10 1-4-11 1-4-11 6-5-0 5-0-5 11-7-0 5-2-1 16-7-5 5-0-5 18-0-0 1-4-11 -0-11-4 0-11-4 1-4-11 1-4-11 6-5-0 5-0-5 11-7-0 5-2-1 16-7-5 5-0-5 18-0-0 1-4-11 18-11-4 0-11-4 0- 8 - 4 1- 5 - 1 1 1- 7 - 6 0- 8 - 4 1- 5 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-1-7,0-5-11], [2:0-0-12,0-1-1], [3:0-4-8,0-1-3], [7:0-4-8,0-1-3], [8:0-0-12,0-1-1], [8:0-1-7,0-5-11], [8:0-5-8,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 0.53 0.75 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.03 (loc) 11-12 11-12 8 l/defl >999 >486 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 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 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins, except 2-0-0 oc purlins (3-3-3 max.): 3-7. 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=796/0-3-8, 8=796/0-3-8 Max Uplift 2=-105(LC 4), 8=-105(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1245/79, 3-4=-2549/231, 4-6=-2505/225, 6-7=-2505/225, 7-8=-1260/81 BOT CHORD 2-14=-32/951, 12-14=-38/921, 11-12=-185/2549, 10-11=-39/930, 8-10=-33/963 WEBS 3-14=0/288, 3-12=-151/1667, 4-12=-303/100, 6-11=-306/101, 7-11=-143/1612, 7-10=0/302 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) 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) 2=105, 8=105. 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) 46 lb up at 1-4-11, 40 lb up at 3-5-11, 40 lb up at 5-5-11, 40 lb up at 7-5-11, 40 lb up at 9-5-11, 40 lb up at 11-5-11, 40 lb up at 13-5-11, and 40 lb up at 15-5-11 , and 46 lb up at 16-7-5 on top chord, and 23 lb down and 13 lb up at 1-4-11, at 3-5-11, at 5-5-11, at 7-5-11, at 9-5-11, at 11-5-11, at 13-5-11, and at 15-5-11, and 23 lb down and 13 lb up at 16-6-5 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: 1-3=-60, 3-7=-60, 7-9=-60, 2-8=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss DGR1 Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950552 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:38 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NT_di4xXRnpJUkpfAhBdhklP3aTCUwd1CInyA8yi_gp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-23(F) 10=-23(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss E Truss Type MONO TRUSS Qty 10 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950553 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NT_di4xXRnpJUkpfAhBdhklRqaXtUwZ1CInyA8yi_gp Scale = 1:21.1 1 2 3 4 6 5 2x8 3x4 3x4 3x4 2x4 6-4-8 6-4-8 11-11-8 5-7-0 -0-11-4 0-11-4 6-4-8 6-4-8 11-11-8 5-7-0 0- 3 - 1 4 3- 3 - 1 2 3.00 12 Plate Offsets (X,Y)-- [2:0-3-4,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 0.42 0.45 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.03 (loc) 2-6 2-6 5 l/defl >999 >912 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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 4-11-5 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=464/0-3-8, 2=535/0-3-8 Max Horz 2=39(LC 7) Max Uplift 5=-79(LC 6), 2=-121(LC 6) Max Grav 5=538(LC 9), 2=557(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1165/161 BOT CHORD 2-6=-146/1089, 5-6=-146/1089 WEBS 3-6=0/270, 3-5=-1103/191 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=121. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss EG Truss Type GABLE Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950554 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rfY?wQx9C4xA6uOrkOisDyIar_vuDXdARyXVibyi_go Scale = 1:20.7 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 12 11 10 9 83x4 -0-11-4 0-11-4 11-11-8 11-11-8 0- 3 - 1 4 3- 3 - 1 2 3.00 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.33 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 0.08 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 41 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 11-11-8. (lb) - Max Horz 2=39(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10 except 11=-289(LC 12), 12=-123(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11 except 2=271(LC 1), 12=699(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-489/201 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, 9, 10 except (jt=lb) 11=289, 12=123. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss EGR Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950555 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Js6N7mynzO41k2z1I6D5m9qlqOJ7yzQJfcG2E1yi_gn Scale = 1:25.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 5x9 5x9 2x4 2x4 3x4 3x8 2x4 3x4 3x8 3x8 2-0-0 2-0-0 6-6-0 4-6-0 11-0-0 4-6-0 13-0-0 2-0-0 -1-11-4 1-11-4 2-0-0 2-0-0 6-6-0 4-6-0 11-0-0 4-6-0 13-0-0 2-0-0 2- 1 - 4 3- 3 - 7 3- 5 - 4 2- 1 - 4 3- 3 - 7 8.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [3:0-4-8,0-1-3], [5:0-4-8,0-1-3] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.08 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 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=534/0-3-8, 7=642/0-3-8 Max Horz 11=62(LC 4) Max Uplift 11=-334(LC 4), 7=-227(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/245, 3-4=-452/369, 4-5=-452/369, 5-6=-261/241, 2-11=-537/353, 6-7=-375/303 WEBS 3-9=-195/321, 4-9=-269/168, 5-9=-174/289, 2-10=-158/292, 6-8=-229/284 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) -1-11-4 to 12-10-4; 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 16.0 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=334, 7=227. 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) 145 lb up at 2-0-0, 60 lb up at 4-0-12, 60 lb up at 6-0-12, 60 lb up at 8-0-12, and 60 lb up at 9-11-4, and 145 lb up at 11-0-0 on top chord, and 68 lb up at 2-0-0, 41 lb up at 4-0-12, 41 lb up at 6-0-12, 41 lb up at 8-0-12, and 41 lb up at 9-11-4, and 68 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss EGR Truss Type HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950555 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:40 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Js6N7mynzO41k2z1I6D5m9qlqOJ7yzQJfcG2E1yi_gn LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=51(F) 5=51(F) 7=-263 10=9(F) 8=9(F) 12=20(F) 13=20(F) 14=20(F) 15=20(F) 16=7(F) 17=7(F) 18=7(F) 19=7(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss F2 Truss Type MONO Qty 5 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950556 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-n2glK6zPjiCuMCYEspkKJNN?foeVhStTuG0cmTyi_gm Scale = 1:11.0 1 2 3 4 5 2x4 2x4 2x4 3-10-0 3-10-0 3-11-8 0-1-8 -1-3-4 1-3-4 3-10-0 3-10-0 3-11-8 0-1-8 0- 3 - 1 5 1- 7 - 1 2 4.00 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 0.19 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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)2=248/0-3-8, 4=130/0-3-8 Max Horz 2=40(LC 6) Max Uplift 2=-107(LC 6), 4=-30(LC 6) Max Grav 2=251(LC 9), 4=139(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 20.0 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) 4 except (jt=lb) 2=107. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss F3 Truss Type MONO Qty 4 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950557 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-n2glK6zPjiCuMCYEspkKJNNvRobEhStTuG0cmTyi_gm Scale = 1:15.4 1 2 3 4 5 2x4 2x4 2x4 5-10-0 5-10-0 5-11-8 0-1-8 -1-3-4 1-3-4 5-10-0 5-10-0 5-11-8 0-1-8 0- 3 - 1 5 2- 3 - 1 2 4.00 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 0.52 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 2-4 2-4 4 l/defl >999 >440 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 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=322/0-3-8, 4=216/0-3-8 Max Horz 2=48(LC 6) Max Uplift 2=-120(LC 6), 4=-55(LC 6) Max Grav 2=329(LC 9), 4=239(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 20.0 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) 4 except (jt=lb) 2=120. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss F4 Truss Type MONO Qty 3 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950558 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FEE7YS_1U?KlzM6QPXFZrawAPCuOQtoc7wl9Jwyi_gl Scale = 1:19.1 1 2 3 4 5 2x4 2x4 3x4 2x4 7-10-0 7-10-0 7-11-8 0-1-8 -1-3-4 1-3-4 4-4-10 4-4-10 7-10-0 3-5-6 7-11-8 0-1-8 0- 3 - 1 5 2- 1 1 - 1 2 4.00 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 0.19 0.54 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.00 (loc) 2-5 2-5 5 l/defl >507 >203 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E 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)2=400/0-3-8, 5=299/0-3-8 Max Horz 2=53(LC 6) Max Uplift 2=-126(LC 6), 5=-67(LC 6) Max Grav 2=413(LC 9), 5=341(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/173 BOT CHORD 2-5=-157/395 WEBS 3-5=-424/211 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=126. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss F5 Truss Type MONO HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950559 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FEE7YS_1U?KlzM6QPXFZraw2BCz1QuHc7wl9Jwyi_gl Scale = 1:18.2 1 2 3 4 6 5 4x16 2x4 2x4 2x4 3x4 5-4-10 5-4-10 7-11-8 2-6-14 -1-3-4 1-3-4 5-4-10 5-4-10 7-11-8 2-6-14 0- 3 - 1 5 1- 1 1 - 1 4 2- 1 - 8 1- 8 - 6 0- 3 - 8 1- 1 1 - 1 4 4.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-8-0,0-1-0] 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 0.65 0.24 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 2-6 2-6 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 5-11-7 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)2=400/0-3-8, 5=299/0-1-8 Max Horz 2=41(LC 6) Max Uplift 2=-130(LC 6), 5=-65(LC 6) Max Grav 2=567(LC 15), 5=325(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-459/42 BOT CHORD 2-6=-13/354, 5-6=-19/346 WEBS 3-5=-427/54 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) 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) 5 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 at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=130. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss F6 Truss Type JACK Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950560 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jQoWlo?fFJScbWhczEnoOoSF6bJk9MMmLaVirMyi_gk Scale = 1:10.2 1 2 5 3 4 2x8 3-1-9 3-1-9 -2-0-7 2-0-7 3-1-9 3-1-9 0- 5 - 3 1- 3 - 0 0- 1 0 - 7 1- 3 - 0 3.12 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.57 0.15 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: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 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=26/Mechanical, 2=303/0-5-10, 4=28/Mechanical Max Horz 2=62(LC 6) Max Uplift 3=-66(LC 8), 2=-156(LC 6) Max Grav 3=50(LC 12), 2=376(LC 8), 4=57(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 20.0 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 except (jt=lb) 2=156. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss F7 Truss Type JACK Qty 4 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950561 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jQoWlo?fFJScbWhczEnoOoSL9bLD9MMmLaVirMyi_gk Scale = 1:9.3 1 2 5 3 4 2x4 2-0-10 2-0-10 -1-3-4 1-3-4 2-0-10 2-0-10 0- 5 - 3 1- 3 - 8 0- 1 0 - 4 1- 3 - 8 5.00 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 0.19 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-10 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=19/Mechanical, 2=190/0-3-8, 4=18/Mechanical Max Horz 2=63(LC 6) Max Uplift 3=-39(LC 8), 2=-92(LC 6) Max Grav 3=35(LC 12), 2=235(LC 8), 4=37(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 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) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss FGR Truss Type MONO HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950562 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BdMuz7?I0daTDfGpXyI1w??NO?eXtkjvaEEGNoyi_gj Scale = 1:18.2 1 2 3 4 6 5 7 8 9 10 11 12 6x6 2x4 3x4 3x4 2x4 4x6 2-10-9 2-10-9 7-11-8 5-0-15 -1-3-4 1-3-4 2-10-9 2-10-9 7-11-8 5-0-15 0- 3 - 1 5 1- 1 - 1 4 1- 3 - 8 0- 8 - 6 0- 5 - 8 1- 1 - 1 4 4.00 12 Plate Offsets (X,Y)-- [2:0-3-6,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 0.73 0.24 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 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: 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)2=400/0-3-8, 5=309/0-1-8 Max Horz 2=35(LC 6) Max Uplift 2=-133(LC 6), 5=-60(LC 6) Max Grav 2=491(LC 15), 5=418(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-715/68 BOT CHORD 2-6=-50/673, 5-6=-63/668 WEBS 3-5=-676/76 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) 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) 5 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 at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=133. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb up at 2-10-10, 1 lb down and 24 lb up at 4-11-1, and 2 lb down and 23 lb up at 6-11-1, and 8 lb down and 18 lb up at 7-9-12 on top chord, and at 2-10-10, at 4-11-1, and at 6-11-1, and 19 lb down at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss FGR Truss Type MONO HIP Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950562 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:44 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BdMuz7?I0daTDfGpXyI1w??NO?eXtkjvaEEGNoyi_gj LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 5=-10(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700423 Truss FGR1 Truss Type MONO TRUSS Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950563 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-BdMuz7?I0daTDfGpXyI1w??VN?Z1tgVvaEEGNoyi_gj Scale = 1:11.0 1 2 3 4 6 5 5x6 2x4 3x4 3x4 6x10 2-0-12 2-0-12 3-11-8 1-10-12 -1-3-4 1-3-4 2-0-12 2-0-12 3-11-8 1-10-12 0- 3 - 1 5 1- 7 - 1 2 4.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [3:0-0-0,0-1-14], [3:0-5-3,0-3-0], [4:0-2-14,0-2-8] 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 0.22 0.53 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6 6 5 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 2x6 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)5=707/Mechanical, 2=774/0-3-8 Max Horz 2=43(LC 6) Max Grav 5=716(LC 9), 2=777(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/0, 3-4=-1145/0, 4-5=-495/0 BOT CHORD 2-6=0/1085 WEBS 4-6=0/1322 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1102 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-1102(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss G Truss Type MONO Qty 7 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950564 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fpwGAT0wnwiKqpr?5fpGTDYZVP?OcG63pu_pvEyi_gi Scale = 1:23.3 1 2 3 5 4 2x4 2x4 3x4 3x6 3-10-8 3-10-8 4-0-0 0-1-8 -2-3-12 2-3-12 3-10-8 3-10-8 4-0-0 0-1-8 1- 2 - 1 4 3- 1 0 - 1 4 8.00 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 0.64 0.14 0.05 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: 22 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=345/0-3-8, 4=99/0-3-8 Max Horz 5=85(LC 4) Max Uplift 5=-129(LC 4), 4=-7(LC 6) Max Grav 5=401(LC 6), 4=135(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-364/151 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=129. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss G1 Truss Type MONO HIP Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950565 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fpwGAT0wnwiKqpr?5fpGTDYYEP1BcFn3pu_pvEyi_gi Scale = 1:16.5 1 2 3 4 7 6 5 4x9 2x4 4x6 2x4 3x4 3x6 2-0-0 2-0-0 4-0-0 2-0-0 -2-3-12 2-3-12 2-0-0 2-0-0 4-0-0 2-0-0 1- 2 - 1 4 2- 5 - 1 2- 6 - 1 4 2- 5 - 1 8.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-3] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.72 0.02 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: 25 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)5=74/Mechanical, 7=317/0-3-8 Max Horz 7=81(LC 4) Max Uplift 5=-33(LC 6), 7=-153(LC 4) Max Grav 5=125(LC 15), 7=373(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-361/159 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) -2-3-12 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=153. 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) 76 lb down and 79 lb up at 2-0-0 on top chord, and 52 lb down and 93 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 3=26(B) 6=28(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss G2 Truss Type JACK Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950566 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-fpwGAT0wnwiKqpr?5fpGTDYakP0ucGH3pu_pvEyi_gi Scale = 1:17.2 1 2 3 5 4 6 2x4 4x6 2x4 3x4 2-8-7 2-8-7 -3-3-4 3-3-4 2-8-7 2-8-7 1- 2 - 1 4 2- 6 - 3 5.66 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 0.63 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 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 2-8-7 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=447/0-4-15, 4=-49/Mechanical Max Horz 5=85(LC 7) Max Uplift 5=-263(LC 6), 4=-194(LC 8) Max Grav 5=632(LC 8), 4=71(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-608/278 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 18.3 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=263, 4=194. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss G3 Truss Type JACK Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950567 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-8?TeOp1YYEqBSzQBeNKV0Q4tZpM2Lj6C2YjNShyi_gh Scale: 3/4"=1' 1 4 2 32x4 2x4 2-0-0 2-0-0 2-0-0 2-0-0 1- 2 - 1 4 2- 6 - 1 4 2- 0 - 5 2- 6 - 1 4 8.00 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-R 0.11 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 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 2-0-0 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)4=73/0-3-8, 2=52/Mechanical, 3=21/Mechanical Max Horz 4=72(LC 4) Max Uplift 2=-44(LC 4), 3=-9(LC 4) Max Grav 4=73(LC 1), 2=76(LC 7), 3=36(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss G31 Truss Type JACK Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950568 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-8?TeOp1YYEqBSzQBeNKV0Q4lRpJGLj6C2YjNShyi_gh Scale = 1:16.7 1 2 5 3 43x4 3x6 2-0-0 2-0-0 -2-3-12 2-3-12 2-0-0 2-0-0 1- 2 - 1 4 2- 6 - 1 4 8.00 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-R 0.63 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.03 (loc) 4-5 4-5 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 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=320/0-3-8, 3=-19/Mechanical, 4=-7/Mechanical Max Horz 5=151(LC 4) Max Uplift 5=-105(LC 4), 3=-101(LC 6), 4=-28(LC 6) Max Grav 5=448(LC 6), 3=66(LC 5), 4=30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-383/131 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=105, 3=101. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss H Truss Type MONO Qty 12 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950569 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-cC10b92AJYy247?OC4rkYedyFDfi4AMLGCTw_7yi_gg Scale = 1:25.7 1 2 3 4 5 2x4 2x4 3x4 2x4 5-1-11 5-1-11 5-3-3 0-1-8 -0-11-4 0-11-4 5-1-11 5-1-11 5-3-3 0-1-8 0- 8 - 4 4- 2 - 6 8.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.50 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 2-5 2-5 5 l/defl >999 >596 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 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 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=266/0-3-8, 5=200/0-3-8 Max Horz 2=22(LC 4) Max Uplift 2=-58(LC 4), 5=-24(LC 4) Max Grav 2=266(LC 1), 5=224(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss H1 Truss Type MONO HIP Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950570 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-cC10b92AJYy247?OC4rkYed0cDiO4ARLGCTw_7yi_gg Scale = 1:19.6 1 2 3 4 5 7 6 4x9 2x4 3x4 2x4 3x4 2x4 3-9-3 3-9-3 5-3-3 1-6-0 -0-11-4 0-11-4 3-9-3 3-9-3 5-3-3 1-6-0 0- 8 - 4 3- 0 - 1 1 3- 2 - 6 3- 0 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-0], [4:0-4-8,0-1-3] 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-P 0.22 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-7 2-7 6 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 SLIDER Left 2x4 SPF Stud/No.3 2-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. 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)6=200/Mechanical, 2=266/0-3-8 Max Horz 2=18(LC 4) Max Uplift 6=-38(LC 4), 2=-62(LC 4) Max Grav 6=213(LC 8), 2=266(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) 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) 6, 2. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss H2 Truss Type MONO HIP Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950571 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4ObPpV2o4r4vhHaamnMz5rAC8c2?pcLVVrCTWZyi_gf Scale = 1:14.4 1 2 3 4 6 5 7 8 4x9 2x4 4x6 3x4 3x8 2x4 2-3-3 2-3-3 5-3-3 3-0-0 -0-11-4 0-11-4 2-3-3 2-3-3 5-3-3 3-0-0 0- 8 - 4 2- 0 - 9 2- 2 - 6 2- 0 - 9 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [3:0-4-8,0-1-3] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.08 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 5 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 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-3 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)5=272/Mechanical, 2=370/0-3-8 Max Horz 2=20(LC 10) Max Uplift 5=-61(LC 4), 2=-97(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/58 WEBS 3-5=-267/43 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) 5, 2. 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) 81 lb down and 76 lb up at 2-3-3, and 88 lb down and 70 lb up at 3-3-15 on top chord, and 121 lb down and 35 lb up at 2-3-3, and 23 lb down at 3-3-15 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: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 3=-24(B) 6=-121(B) 7=-24(B) 8=-11(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss H3 Truss Type JACK Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950572 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4ObPpV2o4r4vhHaamnMz5rAAjcx3pdcVVrCTWZyi_gf Scale = 1:13.5 1 2 3 4 5 2x4 2x4 3x4 2x8 0-3-2 0-3-2 4-0-14 3-9-12 -1-2-1 1-2-1 4-0-14 4-0-14 0- 6 - 3 2- 1 - 1 2 4.80 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-7,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 0.26 0.52 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-4 2-4 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 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 4-0-14 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=125/Mechanical, 2=253/0-7-13 Max Horz 2=39(LC 6) Max Uplift 4=-32(LC 6), 2=-107(LC 6) Max Grav 4=134(LC 9), 2=255(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 19.2 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) 4 except (jt=lb) 2=107. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss H4 Truss Type JACK Qty 4 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950573 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-4ObPpV2o4r4vhHaamnMz5rABac1dpdcVVrCTWZyi_gf Scale = 1:13.9 1 2 5 3 4 3x4 2x8 3-4-0 3-4-0 -0-11-4 0-11-4 3-4-0 3-4-0 0- 6 - 6 2- 2 - 6 6.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-7,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 0.21 0.17 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: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 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)3=80/Mechanical, 2=199/0-3-8, 4=31/Mechanical Max Horz 2=96(LC 6) Max Uplift 3=-67(LC 6), 2=-61(LC 6) Max Grav 3=94(LC 12), 2=200(LC 9), 4=62(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 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) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss J Truss Type JACK Qty 12 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950574 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Ya9n0r3Qr9CmJR9mKVtCd3iMM0OEY4sekVy120yi_ge Scale = 1:14.7 1 2 5 3 4 2x8 2-5-13 2-5-13 -0-11-4 0-11-4 2-5-13 2-5-13 0- 8 - 4 2- 4 - 2 1- 9 - 9 2- 4 - 2 8.00 12 Plate Offsets (X,Y)-- [5:0-4-3,0-1-0] 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 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 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 2-5-13 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=170/0-3-8, 3=52/Mechanical, 4=21/Mechanical Max Horz 5=98(LC 4) Max Uplift 5=-30(LC 4), 3=-34(LC 4) Max Grav 5=179(LC 6), 3=77(LC 8), 4=41(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) 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) 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, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss K Truss Type JACK Qty 3 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950575 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-Ya9n0r3Qr9CmJR9mKVtCd3iI70KmY4sekVy120yi_ge Scale = 1:22.0 1 2 5 3 4 4x6 3x8 2-5-13 2-5-13 -1-11-4 1-11-4 2-5-13 2-5-13 2- 1 - 4 3- 9 - 2 3- 2 - 9 3- 9 - 2 8.00 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-R 0.48 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.04 (loc) 4-5 4-5 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 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-13 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=273/0-3-8, 3=17/Mechanical, 4=12/Mechanical Max Horz 5=174(LC 4) Max Uplift 5=-4(LC 4), 3=-55(LC 6), 4=-39(LC 4) Max Grav 5=351(LC 6), 3=83(LC 5), 4=44(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-307/71 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) 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, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss K1 Truss Type MONO HIP Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950576 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-0nj9DB42cTKdxakytCPRAGFTJQkJHXCoy9habSyi_gd Scale = 1:17.0 1 2 3 4 7 6 5 4x9 2x4 4x6 2x4 3x4 3x6 1-0-3 1-0-3 2-5-13 1-5-10 -1-11-4 1-11-4 1-0-3 1-0-3 2-5-13 1-5-10 2- 1 - 4 2- 7 - 1 1 2- 9 - 6 2- 7 - 1 1 8.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-3] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.51 0.02 0.06 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: 21 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 2-5-13 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)5=3/Mechanical, 7=221/0-3-8 Max Horz 7=68(LC 4) Max Uplift 5=-80(LC 6), 7=-174(LC 4) Max Grav 5=36(LC 9), 7=301(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-284/141 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) -1-11-4 to 2-4-1; 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=174. 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) 1 lb down and 43 lb up at 1-0-3 on top chord, and 197 lb up at 1-0-3 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=77(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss K2 Truss Type JACK Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950577 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-0nj9DB42cTKdxakytCPRAGFUVQhDHX5oy9habSyi_gd Scale = 1:17.0 1 2 5 6 3 43x4 3x6 2-0-0 2-0-0 -1-11-4 1-11-4 2-0-0 2-0-0 1- 9 - 6 2- 9 - 6 2- 3 - 1 1 2- 9 - 6 6.00 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-R 0.44 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.03 (loc) 4-5 4-5 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 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=269/0-3-8, 3=-3/Mechanical, 4=5/Mechanical Max Horz 5=145(LC 6) Max Uplift 5=-58(LC 6), 3=-75(LC 8), 4=-30(LC 6) Max Grav 5=364(LC 8), 3=40(LC 7), 4=31(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-320/110 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) 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, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss K3 Truss Type MONO TRUSS Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950578 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UzHXRX5hNmSTYkI9RwwgjUocYq4q0_jxBpR87uyi_gc Scale = 1:16.8 1 2 3 5 4 3x8 6x6 2x4 4x6 1-6-12 1-6-12 -3-2-12 3-2-12 1-6-12 1-6-12 2- 1 - 4 2- 8 - 1 2 4.80 12 Plate Offsets (X,Y)-- [4:0-3-0,0-4-4] 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 0.61 0.01 0.04 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: 18 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 1-6-12 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=-218/Mechanical, 5=522/0-5-13 Max Horz 5=119(LC 7) Max Uplift 4=-423(LC 8), 5=-338(LC 6) Max Grav 4=172(LC 6), 5=811(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-211/435, 2-5=-798/346 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 19.2 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=423, 5=338. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss L Truss Type JACK Qty 9 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950579 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UzHXRX5hNmSTYkI9RwwgjUoiyq4_0_LxBpR87uyi_gc Scale = 1:11.0 1 2 3 4 3x4 2x8 2-2-0 2-2-0 -0-11-4 0-11-4 2-2-0 2-2-0 0- 6 - 6 1- 7 - 6 1- 1 - 1 1 1- 7 - 6 6.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-7,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 0.20 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 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 WEDGE Left: 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)3=37/Mechanical, 2=160/0-3-8, 4=20/Mechanical Max Horz 2=69(LC 6) Max Uplift 3=-36(LC 6), 2=-60(LC 6) Max Grav 3=51(LC 12), 2=178(LC 8), 4=39(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 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) 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss L2 Truss Type JACK Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950580 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-UzHXRX5hNmSTYkI9RwwgjUoh0q3o0_LxBpR87uyi_gc Scale = 1:10.7 1 2 3 4 5 2x4 2x4 2x8 3x4 2-2-4 2-2-4 -1-6-12 1-6-12 2-2-4 2-2-4 0- 8 - 4 1- 6 - 1 2 4.80 12 Plate Offsets (X,Y)-- [2:0-4-8,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-P 0.26 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 SLIDER Left 2x4 SPF Stud/No.3 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-4 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=46/Mechanical, 2=211/0-5-13 Max Horz 2=30(LC 6) Max Uplift 5=-19(LC 8), 2=-107(LC 6) Max Grav 5=56(LC 12), 2=257(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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.2 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) 5 except (jt=lb) 2=107. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss M Truss Type JACK Qty 6 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950581 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-y9rvet5J84aKAutL?dRvFhKpmELylQb5QTAhfKyi_gb Scale = 1:20.4 1 2 5 3 4 3x4 3x6 2-0-0 2-0-0 -1-11-4 1-11-4 2-0-0 2-0-0 2- 1 - 4 3- 5 - 4 2- 1 0 - 1 1 3- 5 - 4 8.00 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-R 0.45 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 2-0-0 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=269/0-3-8, 3=-4/Mechanical, 4=6/Mechanical Max Horz 5=166(LC 4) Max Uplift 3=-76(LC 6), 4=-51(LC 4) Max Grav 5=364(LC 6), 3=74(LC 5), 4=40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-321/72 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) 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, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss M1 Truss Type JACK Qty 2 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950582 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-y9rvet5J84aKAutL?dRvFhKnDELxlQb5QTAhfKyi_gb Scale = 1:20.0 1 2 5 6 3 43x4 4x6 2-8-7 2-8-7 -2-8-14 2-8-14 2-8-7 2-8-7 2- 1 - 4 3- 4 - 9 2- 8 - 1 3 3- 4 - 9 5.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.61 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.03 (loc) 4-5 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 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 2-8-7 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=374/0-4-15, 3=-23/Mechanical, 4=17/Mechanical Max Horz 5=179(LC 6) Max Uplift 5=-114(LC 6), 3=-135(LC 8), 4=-24(LC 6) Max Grav 5=510(LC 8), 3=52(LC 7), 4=44(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-471/168 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 18.3 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) 4 except (jt=lb) 5=114, 3=135. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss N Truss Type JACK Qty 4 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950583 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-QMOIsC6xvOiBo2SXZLy8ovt?adhIUtrEf7wEBnyi_ga Scale = 1:20.1 1 2 5 3 4 3x4 3x6 1-11-0 1-11-0 -1-11-4 1-11-4 1-11-0 1-11-0 2- 1 - 4 3- 4 - 9 2- 1 0 - 1 3- 4 - 9 8.00 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-R 0.45 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 1-11-0 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=269/0-3-8, 3=-9/Mechanical, 4=4/Mechanical Max Horz 5=164(LC 4) Max Uplift 3=-82(LC 6), 4=-53(LC 4) Max Grav 5=368(LC 6), 3=72(LC 5), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-326/72 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) 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, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss N1 Truss Type JACK Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950584 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-QMOIsC6xvOiBo2SXZLy8ovts?dhtUtrEf7wEBnyi_ga Scale = 1:19.8 1 2 5 6 3 43x4 4x6 2-7-0 2-7-0 -2-8-14 2-8-14 2-7-0 2-7-0 2- 1 - 4 3- 3 - 1 4 2- 1 0 - 6 3- 3 - 1 4 5.66 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.99 0.35 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.08 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 2-7-0 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=374/0-4-15, 3=-19/Mechanical, 4=3/Mechanical Max Horz 5=179(LC 6) Max Uplift 5=-107(LC 6), 3=-119(LC 8), 4=-29(LC 6) Max Grav 5=515(LC 8), 3=47(LC 7), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-454/165 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 18.3 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) 4 except (jt=lb) 5=107, 3=119. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V1 Truss Type GABLE Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950585 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-vYyg3Y7Zghq2PC1k62TNK6QBL14XDKFNtnfokDyi_gZ Scale = 1:30.4 1 2 3 4 5 6 7 12 11 10 9 8 4x6 4x6 5x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 9-11-11 9-11-11 -1-11-4 1-11-4 6-1-4 6-1-4 6-10-12 0-9-8 8-10-12 2-0-0 9-11-11 1-0-15 0- 5 - 0 4- 4 - 1 3- 0 - 1 4- 5 - 1 4 3- 0 - 1 4- 4 - 1 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [6:0-3-0,0-2-3] 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 0.38 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.00 0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4: 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. 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 9-11-11. (lb) - Max Horz 2=60(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 12, 9 Max Grav All reactions 250 lb or less at joint(s) 8, 10, 11, 9 except 2=317(LC 6), 12=325(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-257/83 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 12, 9. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V2 Truss Type GABLE Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950586 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-nJCBvwA4jwLUupLVLuYJVyauGeSZ98IzoPd?t_yi_gV Scale = 1:26.7 1 2 3 4 5 9 8 7 62x4 4x12 2x4 2x4 2x4 2x4 2x4 2x4 9-1-3 9-1-3 5-7-8 5-7-8 6-0-4 0-4-12 9-1-3 3-0-15 3- 4 - 1 3- 9 - 0 3- 4 - 1 8.00 12 Plate Offsets (X,Y)-- [3:0-2-15,0-2-0], [4:0-0-11,0-1-0] 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 0.19 0.06 0.05 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: 34 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 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, and 2-0-0 oc purlins (6-0-0 max.): 4-5. 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.All bearings 9-1-3. (lb) - Max Horz 1=6(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 6, 8, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 8, 7 except 9=320(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) 6, 8, 9, 7. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V3 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950587 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-nJCBvwA4jwLUupLVLuYJVyajuePa971zoPd?t_yi_gV Scale = 1:23.4 1 2 3 5 42x4 4x6 2x4 2x4 2x4 7-7-3 7-7-3 5-8-12 5-8-12 7-7-3 1-10-7 3- 8 - 1 3- 9 - 1 4 3- 8 - 1 8.00 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 0.92 0.32 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. 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)1=193/7-7-3, 4=44/7-7-3, 5=321/7-7-3 Max Horz 1=7(LC 4) Max Uplift 1=-24(LC 4), 4=-33(LC 4), 5=-17(LC 4) Max Grav 1=218(LC 7), 4=44(LC 1), 5=342(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) 1, 4, 5. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V4 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950588 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FVmZ6GBiUETLWzwhvb3Y1A7_22h1ubK613NZPRyi_gU Scale = 1:24.5 1 2 32x4 2x4 2x4 6-1-3 6-1-3 4- 0 - 1 3 8.00 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 0.57 0.56 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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-1-3 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=219/6-1-3, 3=219/6-1-3 Max Horz 1=9(LC 4) Max Uplift 1=-22(LC 4), 3=-27(LC 4) Max Grav 1=247(LC 7), 3=243(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V5 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950589 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FVmZ6GBiUETLWzwhvb3Y1A7?32lQubK613NZPRyi_gU Scale = 1:18.2 1 2 3 2x4 2x4 2x4 4-7-3 4-7-3 3- 0 - 1 3 8.00 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 0.51 0.28 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: 14 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 4-7-3 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=159/4-7-3, 3=159/4-7-3 Max Horz 1=6(LC 5) Max Uplift 1=-17(LC 4), 3=-21(LC 4) Max Grav 1=180(LC 7), 3=176(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V6 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950590 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-FVmZ6GBiUETLWzwhvb3Y1A74A2oEubK613NZPRyi_gU Scale = 1:13.2 1 2 3 2x4 2x4 2x4 3-1-3 3-1-3 2- 0 - 1 3 8.00 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 0.18 0.10 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: 9 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 3-1-3 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=99/3-1-3, 3=99/3-1-3 Max Horz 1=4(LC 5) Max Uplift 1=-10(LC 4), 3=-13(LC 4) Max Grav 1=112(LC 7), 3=110(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V7 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950591 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:16:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jiKxKcCKFXbC77VtTJanaNfHOS9qd2aGGj66xtyi_gT Scale = 1:8.1 1 2 3 2x4 5x6 1-7-3 1-7-3 1- 0 - 1 3 8.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-0-0], [2:0-6-5,0-1-8], [3:0-1-7,0-1-0] 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 0.02 0.01 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: 4 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 1-7-3 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=39/1-7-3, 3=39/1-7-3 Max Horz 1=2(LC 4) Max Uplift 1=-4(LC 4), 3=-5(LC 4) Max Grav 1=44(LC 7), 3=43(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V8 Truss Type GABLE Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950592 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:16:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-jiKxKcCKFXbC77VtTJanaNfDJS8rd2kGGj66xtyi_gT Scale: 3/4"=1' 1 2 3 4 7 6 5 2x4 4x6 2x4 2x4 2x4 2x4 2x4 8-7-5 8-7-5 2-10-4 2-10-4 8-7-5 5-9-1 1- 9 - 1 1- 1 0 - 1 4 1- 9 - 1 8.00 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 0.29 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 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 8-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. 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.All bearings 8-7-5. (lb) - Max Horz 1=3(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=256(LC 7), 6=307(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) 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) 1, 7, 6. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V9 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950593 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:16:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-ButJXxCy0rj3lH3410507bCNhsTgMV5PUNsfUJyi_gS Scale = 1:14.5 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 7-1-5 7-1-5 3-4-4 3-4-4 7-1-5 3-9-1 2- 1 - 1 2- 2 - 1 4 2- 1 - 1 8.00 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 0.37 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-1-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. 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)1=93/7-1-5, 4=138/7-1-5, 5=288/7-1-5 Max Horz 1=3(LC 4) Max Uplift 1=-14(LC 4), 4=-40(LC 4), 5=-42(LC 4) Max Grav 1=106(LC 7), 4=138(LC 1), 5=297(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) 1, 4, 5. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V10 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950594 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-vYyg3Y7Zghq2PC1k62TNK6QBi15nDKWNtnfokDyi_gZ Scale = 1:16.4 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 5-7-5 5-7-5 3-10-4 3-10-4 5-7-5 1-9-1 2- 5 - 1 2- 6 - 1 4 2- 5 - 1 8.00 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 0.36 0.12 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. 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)1=121/5-7-5, 4=55/5-7-5, 5=223/5-7-5 Max Horz 1=4(LC 4) Max Uplift 1=-17(LC 4), 4=-26(LC 4), 5=-26(LC 4) Max Grav 1=137(LC 7), 4=55(LC 1), 5=237(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) 1, 4, 5. 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V11 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950595 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NkW2Hu8BQ?zv1Mcwgm_ctKyM3RPaynLX6RPLGfyi_gY Scale = 1:16.6 1 2 3 2x4 2x4 2x4 4-1-5 4-1-5 2- 8 - 1 4 8.00 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 0.38 0.21 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: 12 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 4-1-5 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=139/4-1-5, 3=139/4-1-5 Max Horz 1=6(LC 4) Max Uplift 1=-14(LC 4), 3=-18(LC 4) Max Grav 1=157(LC 7), 3=155(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V12 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950596 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-NkW2Hu8BQ?zv1Mcwgm_ctKyQHRSuynLX6RPLGfyi_gY Scale = 1:11.6 1 2 3 2x4 2x4 2x4 2-7-5 2-7-5 1- 8 - 1 4 8.00 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 0.11 0.06 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 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 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=79/2-7-5, 3=79/2-7-5 Max Horz 1=3(LC 4) Max Uplift 1=-8(LC 4), 3=-10(LC 4) Max Grav 1=90(LC 7), 3=88(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V13 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950597 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rx4QUE9pBJ5mfVB6ETVrQXVXirmbhDygL58vo6yi_gX Scale = 1:31.4 1 2 3 4 5 9 8 7 63x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-9-4 13-9-4 7-8-1 7-8-1 13-9-4 6-1-3 5- 1 - 6 1- 0 - 9 8.00 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 0.26 0.10 0.10 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: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF Stud/No.3 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 13-9-4. (lb) - Max Horz 1=2(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=291(LC 1), 9=401(LC 7), 7=352(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-317/125, 4-7=-285/117 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, 9, 7. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V14 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950598 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rx4QUE9pBJ5mfVB6ETVrQXVR_rjphDvgL58vo6yi_gX Scale = 1:25.7 1 2 3 43x4 5x6 3x4 2x4 12-4-3 12-4-3 6-2-1 6-2-1 12-4-3 6-2-1 4- 1 - 6 8.00 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 0.69 0.27 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 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=223/12-4-3, 3=223/12-4-3, 4=464/12-4-3 Max Uplift 1=-32(LC 4), 3=-32(LC 4), 4=-3(LC 4) Max Grav 1=251(LC 7), 3=251(LC 7), 4=503(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-323/68 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V15 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950599 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-rx4QUE9pBJ5mfVB6ETVrQXVWBrlmhEhgL58vo6yi_gX Scale = 1:20.7 1 2 3 42x4 4x6 2x4 2x4 9-4-3 9-4-3 4-8-1 4-8-1 9-4-3 4-8-1 3- 1 - 6 8.00 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 0.15 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: 25 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=164/9-4-3, 3=164/9-4-3, 4=342/9-4-3 Max Uplift 1=-26(LC 4), 3=-26(LC 4), 4=-7(LC 4) Max Grav 1=186(LC 7), 3=186(LC 7), 4=372(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V16 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950600 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-J7eoha9RycDdGfmJoA14yl2j6F6dQhMqZluSKYyi_gW Scale = 1:15.2 1 2 3 4 2x4 4x6 2x4 2x4 6-4-3 6-4-3 3-2-1 3-2-1 6-4-3 3-2-1 2- 1 - 6 8.00 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 0.22 0.11 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: 16 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=115/6-4-3, 3=115/6-4-3, 4=200/6-4-3 Max Uplift 1=-27(LC 4), 3=-27(LC 4) Max Grav 1=134(LC 7), 3=134(LC 7), 4=214(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700423 Truss V17 Truss Type VALLEY Qty 1 Ply 1 RIVIERA/3500 C TUDOR Job Reference (optional) I30950601 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 13:15:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:NZVcLdFrr9dsXzCL_wFmmByGbb3-J7eoha9RycDdGfmJoA14yl2mxF6nQhqqZluSKYyi_gW Scale = 1:8.3 1 2 3 2x4 3x6 2x4 3-4-3 3-4-3 1-8-1 1-8-1 3-4-3 1-8-1 1- 1 - 6 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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 0.04 0.10 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 3-4-3 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=95/3-4-3, 3=95/3-4-3 Max Uplift 1=-11(LC 4), 3=-11(LC 4) Max Grav 1=107(LC 7), 3=107(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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .