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Home My WebLink AboutPARKSIDE C SEALED TRUSSRe: 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: I30946940 thru I30947063 My license renewal date for the state of Indiana is July 31, 2018. 1700709 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: PARKSIDE C 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 5,2017 Job 1700709 Truss A1 Truss Type SPECIAL Qty 7 Ply 1 PARKSIDE C Job Reference (optional) I30946940 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-MCi4MA_uWevWB4rWRHdgFDPnkYmTHg_i1w5OIzyi1P2 Scale = 1:86.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 3x6 4x6 3x4 8x8 5x6 5x6 4x9 3x6 3x6 3x6 3x6 3x6 3x6 6x6 5-11-15 5-11-15 12-3-8 6-3-9 21-8-12 9-5-4 24-10-8 3-1-12 -0-11-4 0-11-4 5-11-15 5-11-15 12-3-8 6-3-9 17-0-2 4-8-10 21-8-12 4-8-10 24-10-8 3-1-12 0-9-1215-3-144-10-011-1-1410-5-147.00 12 5.69 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-3], [13:0-2-12,0-1-8], [15:0-1-0,0-2-4] 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.49 0.29 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.03 (loc) 13-14 13-14 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 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 No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=324/0-3-8, 13=1435/0-3-8, 17=250/0-3-8 Max Horz 15=437(LC 6) Max Uplift 13=-232(LC 6), 17=-62(LC 6) Max Grav 15=324(LC 1), 13=1670(LC 12), 17=432(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/119, 3-5=-337/901, 6-8=-519/0, 10-16=-47/377, 9-16=-47/377, 2-15=-395/131 BOT CHORD 14-15=-287/463, 13-14=-242/364, 12-13=-803/73, 10-11=-48/360 WEBS 3-14=-42/326, 3-13=-956/285, 5-13=-843/196, 5-12=-72/609, 6-11=-16/329, 8-10=-480/83, 6-12=-521/136, 9-17=-434/63 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 15, 17 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) 17 except (jt=lb) 13=232. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AA Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946941 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-MCi4MA_uWevWB4rWRHdgFDPkwYomHqEi1w5OIzyi1P2 Scale = 1:53.4 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 4-11-3 4-11-3 8-1-8 3-2-5 -1-3-4 1-3-4 4-11-3 4-11-3 8-0-0 3-0-13 8-1-8 0-1-8 2-7-09-0-39-1-158-8-110-3-89-0-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.67 0.15 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 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. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=406/0-3-8, 5=306/Mechanical Max Horz 7=125(LC 4) Max Uplift 7=-60(LC 4), 5=-99(LC 4) Max Grav 7=406(LC 1), 5=314(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-368/82 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AB Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946942 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rOGSZW?WGx1NpDQj?_8vnRysSy8A0HgrGaqxqQyi1P1 Scale = 1:47.0 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 4-0-11 4-0-11 8-1-8 4-0-13 -1-3-4 1-3-4 4-0-11 4-0-11 8-0-0 3-11-5 8-1-8 0-1-8 2-7-07-10-37-11-157-6-110-3-87-10-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.88 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 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* 3-5: 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=406/0-3-8, 5=306/Mechanical Max Horz 7=118(LC 4) Max Uplift 7=-69(LC 4), 5=-95(LC 4) Max Grav 7=406(LC 1), 5=308(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-378/86 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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AC Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946943 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rOGSZW?WGx1NpDQj?_8vnRywTy8P0FhrGaqxqQyi1P1 Scale = 1:40.3 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 3-2-3 3-2-3 8-1-8 4-11-5 -1-3-4 1-3-4 3-2-3 3-2-3 8-0-0 4-9-13 8-1-8 0-1-8 2-7-06-8-36-9-146-4-110-3-86-8-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.62 0.19 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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 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)7=406/0-3-8, 5=306/Mechanical Max Horz 7=111(LC 4) Max Uplift 7=-79(LC 4), 5=-92(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-392/86 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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AD Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946944 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Jaqrnr?91F9ERN?vZif8KeV?jMS?lj2_VEaVMsyi1P0 Scale = 1:61.2 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 5-11-3 5-11-3 8-1-8 2-2-5 -1-3-4 1-3-4 5-11-3 5-11-3 8-0-0 2-0-13 8-1-8 0-1-8 2-7-010-4-310-5-1510-0-110-3-810-4-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.97 0.23 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=406/0-3-8, 5=306/Mechanical Max Horz 7=133(LC 4) Max Uplift 7=-48(LC 4), 5=-103(LC 4) Max Grav 7=407(LC 8), 5=322(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-361/75 WEBS 3-5=-271/70, 2-6=-20/251 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=103. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AE Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946945 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Jaqrnr?91F9ERN?vZif8KeV4zMT5lkg_VEaVMsyi1P0 Scale = 1:54.4 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 5-0-11 5-0-11 8-1-8 3-0-13 -1-3-4 1-3-4 5-0-11 5-0-11 8-0-0 2-11-5 8-1-8 0-1-8 2-7-09-2-39-3-148-10-110-3-89-2-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.70 0.16 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 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. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=406/0-3-8, 5=306/Mechanical Max Horz 7=126(LC 4) Max Uplift 7=-58(LC 4), 5=-99(LC 4) Max Grav 7=406(LC 1), 5=315(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-367/81 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AF Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946946 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nnOD_B0noZH53Xa56PBNss1BJlpfUB88juJ2vIyi1P? Scale: 1/4"=1’ 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 4-2-3 4-2-3 8-1-8 3-11-5 -1-3-4 1-3-4 4-2-3 4-2-3 8-0-0 3-9-13 8-1-8 0-1-8 2-7-08-0-38-1-147-8-110-3-88-0-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.92 0.14 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 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* 3-5: 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=406/0-3-8, 5=306/Mechanical Max Horz 7=119(LC 4) Max Uplift 7=-68(LC 4), 5=-95(LC 4) Max Grav 7=406(LC 1), 5=309(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-376/85 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AG Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946947 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FzybBX1PZsQygh8Ig7icP3aUi98TDdqHyY3bRlyi1P_ Scale = 1:56.5 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 4x6 3x4 3x4 3x4 3x6 18-7-0 18-7-0 -0-11-4 0-11-4 16-1-15 16-1-15 18-7-0 2-5-1 0-4-49-6-149-9-69-6-147.00 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 0.43 0.23 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 1 1 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 131 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 14-17,13-18,12-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 13-15. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18,16-17. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-7-0. (lb) - Max Horz 2=41(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28 Max Grav All reactions 250 lb or less at joint(s) 16, 2, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 except 28=407(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-28=-301/89 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) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 28. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AH Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946948 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FzybBX1PZsQygh8Ig7icP3aQB99GDcJHyY3bRlyi1P_ Scale = 1:41.2 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 3-3-11 3-3-11 8-1-8 4-9-13 -1-3-4 1-3-4 3-3-11 3-3-11 8-0-0 4-8-5 8-1-8 0-1-8 2-7-06-10-36-11-156-6-110-3-86-10-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.66 0.18 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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 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)7=406/0-3-8, 5=306/Mechanical Max Horz 7=112(LC 4) Max Uplift 7=-77(LC 4), 5=-92(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-390/86 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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AI Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946949 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-j9VzPt21KAYpIrjUEqDrxH7dmZUNy4GRBCo9yByi1Oz Scale = 1:34.5 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 2-5-3 2-5-3 8-1-8 5-8-5 -1-3-4 1-3-4 2-5-3 2-5-3 8-0-0 5-6-13 8-1-8 0-1-8 2-7-05-8-35-9-145-4-110-3-85-8-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.54 0.25 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 49 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 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)7=406/0-3-8, 5=306/0-1-8 Max Horz 7=105(LC 4) Max Uplift 7=-86(LC 4), 5=-89(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-412/82 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AJ Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946950 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-j9VzPt21KAYpIrjUEqDrxH7adZS?y4cRBCo9yByi1Oz Scale = 1:28.4 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 1-6-11 1-6-11 8-1-8 6-6-13 -1-3-4 1-3-4 1-6-11 1-6-11 8-0-0 6-5-5 8-1-8 0-1-8 2-7-04-6-34-7-144-2-110-3-84-6-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.74 0.34 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 5-6 5-6 5 l/defl >999 >640 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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)7=406/0-3-8, 5=306/Mechanical Max Horz 7=99(LC 4) Max Uplift 7=-95(LC 4), 5=-86(LC 4) Max Grav 7=406(LC 1), 5=306(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-461/59 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 7-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AK Truss Type JACK Qty 8 Ply 1 PARKSIDE C Job Reference (optional) I30946951 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-j9VzPt21KAYpIrjUEqDrxH7iEZT7y6qRBCo9yByi1Oz Scale = 1:20.6 1 2 5 6 3 4 3x4 2x8 3-2-5 3-2-5 -1-3-4 1-3-4 3-2-5 3-2-5 1-7-93-5-152-11-133-5-157.00 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 0.25 0.26 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: 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 3-2-5 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=223/0-3-8, 3=68/Mechanical, 4=28/Mechanical Max Horz 5=140(LC 6) Max Uplift 5=-10(LC 6), 3=-58(LC 6), 4=-10(LC 6) Max Grav 5=235(LC 8), 3=106(LC 12), 4=55(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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AL Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946952 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-BM3LcD3f5Uggw?IgoXk4UUfqfzlqhXXaPsYiUdyi1Oy Scale = 1:33.5 1 2 3 5 4 3x4 2x4 2x4 3x4 3x4 8-1-8 8-1-8 4-0-12 4-0-12 8-0-0 3-11-4 8-1-8 0-1-8 5-6-35-2-110-3-85-6-3LOADING (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 0.40 0.55 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.49 0.00 (loc) 4-5 4-5 4 l/defl >476 >190 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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 2-0-0 oc purlins: 1-3, 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=313/0-3-8, 4=313/Mechanical Max Uplift 5=-71(LC 4), 4=-71(LC 4) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AMGR Truss Type SPECIAL Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I30946953 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-fYdkqZ3HsnoXX8tsLFFJ1iC1eNARQxqjeWHG13yi1Ox Scale = 1:56.1 1 2 3 4 5 6 78 16 15 14 13 12 11 10 917181920 3x6 6x6 4x16 6x6 6x6 2x4 4x6 3x4 3x8 2x4 2x4 3x4 2x4 4x6 3x8 3-4-0 3-4-0 7-11-12 4-7-12 12-7-8 4-7-12 14-3-8 1-8-0 16-3-8 2-0-0 21-3-8 5-0-0 3-4-0 3-4-0 7-11-12 4-7-12 12-7-8 4-7-12 14-3-8 1-8-0 16-3-8 2-0-0 21-3-8 5-0-0 22-2-12 0-11-4 2-10-27-0-159-3-109-6-22-10-29-3-1016.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-3-0], [5:0-3-14,0-3-0], [6:0-3-14,0-3-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.21 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.01 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 331 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 *Except* 5-11,5-10,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=1387/0-3-8, 9=1140/0-3-8 Max Horz 16=-63(LC 4) Max Uplift 16=-586(LC 4), 9=-183(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-990/368, 2-3=-1054/335, 3-4=-1052/334, 4-5=-1133/379, 5-6=-479/216, 6-7=-928/245, 1-16=-1275/393, 7-9=-1107/210 BOT CHORD 14-15=-22/561, 12-14=-23/926, 11-12=-21/929, 10-11=0/606 WEBS 2-15=-269/0, 2-14=-116/867, 3-14=-337/100, 4-11=-1398/402, 5-11=-387/1320, 5-10=-545/96, 6-10=-97/424, 1-15=-135/705, 7-10=0/514 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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=586, 9=183. 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) 57 lb down and 280 lb up at 1-0-12, 90 lb down and 70 lb up at 1-4-12, 90 lb down and 83 lb up at 3-4-12, 90 lb down and 83 lb up at 5-4-12, and 90 lb down and 83 lb up at 7-4-12, and 364 lb down and 66 lb up at 9-2-12 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AMGR Truss Type SPECIAL Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I30946953 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:54 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-fYdkqZ3HsnoXX8tsLFFJ1iC1eNARQxqjeWHG13yi1Ox LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 13=-364(B) 15=-90(B) 17=-57(B) 18=-90(B) 19=-90(B) 20=-90(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss AN Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946954 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-fYdkqZ3HsnoXX8tsLFFJ1iCvZN4MQzMjeWHG13yi1Ox Scale = 1:65.9 1 2 3 4 5 6 7 12 11 10 9 8 4x6 6x6 6x6 4x6 2x4 3x6 3x8 3x4 4x12 2x4 6x10 5-0-0 5-0-0 14-3-8 9-3-8 14-11-8 0-8-0 20-11-8 6-0-0 5-0-0 5-0-0 9-7-12 4-7-12 14-3-8 4-7-12 14-11-8 0-8-0 20-11-8 6-0-0 21-10-12 0-11-4 3-3-79-8-1510-10-22-10-29-8-1516.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-8], [2:0-3-14,0-3-0], [5:Edge,0-1-13], [6:Edge,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 0.77 0.60 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.50 0.01 (loc) 9-11 9-11 8 l/defl >999 >498 n/a L/d 240 180 n/a PLATES MT20 Weight: 135 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-12,1-11,6-8,6-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-11, 3-9, 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=825/0-3-8, 8=893/0-3-8 Max Horz 12=-64(LC 4) Max Uplift 12=-63(LC 4), 8=-85(LC 4) Max Grav 12=849(LC 8), 8=901(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-718/136, 2-3=-431/158, 3-4=-479/160, 4-5=-583/167, 5-6=-769/152, 1-12=-829/73, 6-8=-858/107 BOT CHORD 9-11=0/451 WEBS 2-11=-2/273, 4-9=-490/122, 5-9=-133/673, 1-11=0/385, 6-9=0/333 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AO Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946955 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-7kB61v4vd5wN9IS3vymYZvl7MmTG9FUttA1pZWyi1Ow Scale = 1:71.1 1 2 3 4 5 6 7 8 13 12 11 10 9 2x8 6x6 6x6 3x6 3x6 3x8 3x4 3x4 4x6 3x4 3x4 2x8 7-0-0 7-0-0 13-7-8 6-7-8 20-11-8 7-4-0 3-7-12 3-7-12 7-0-0 3-4-4 13-7-8 6-7-8 17-1-12 3-6-4 20-11-8 3-9-12 21-10-12 0-11-4 3-3-712-4-1512-7-72-10-212-4-1516.00 12 Plate Offsets (X,Y)-- [3:0-3-14,0-3-0], [4:0-3-14,0-3-0] 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 0.58 0.36 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.01 (loc) 9-10 9-10 9 l/defl >999 >999 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* 2-12,3-12,4-12,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 2-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=825/0-3-8, 9=893/0-3-8 Max Horz 13=-64(LC 4) Max Uplift 13=-58(LC 4), 9=-82(LC 4) Max Grav 13=867(LC 8), 9=912(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-735/245, 3-4=-441/195, 4-6=-747/245, 6-7=-210/272, 7-9=-268/265 BOT CHORD 12-13=0/307, 10-12=0/331, 9-10=0/324 WEBS 3-12=-96/264, 4-10=-99/272, 2-13=-698/0, 6-9=-680/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AP Truss Type MONO TRUSS Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I30946956 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-7kB61v4vd5wN9IS3vymYZvl5KmXZ9SHttA1pZWyi1Ow Scale = 1:40.1 1 2 3 5 4 2x4 3x4 2x4 3x6 3-4-0 3-4-0 -0-11-4 0-11-4 3-4-0 3-4-0 2-10-27-3-716.00 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 0.71 0.09 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -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: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 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)4=110/Mechanical, 5=198/0-3-8 Max Horz 5=99(LC 4) Max Uplift 4=-104(LC 4) Max Grav 4=116(LC 8), 5=198(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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=104. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AQGR Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946957 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-7kB61v4vd5wN9IS3vymYZvl6jmTV9TrttA1pZWyi1Ow Scale = 1:40.1 1 2 4 3 5 3x6 2x4 4x6 2x4 3-4-0 3-4-0 3-4-0 3-4-0 2-10-27-3-716.00 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-P 0.68 0.35 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 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)3=384/Mechanical, 4=305/Mechanical Max Horz 4=29(LC 4) Max Uplift 3=-76(LC 4) 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) 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 445 lb down and 26 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-445(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AR Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946958 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cwlUFF5YOO2EnS1FTgHn66HOfAsSuvp06pmM5yyi1Ov Scale: 1/2"=1’ 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 2x4 2x4 2x4 1-0-0 1-0-0 3-4-0 2-4-0 -0-11-4 0-11-4 1-0-0 1-0-0 3-4-0 2-4-0 2-10-23-11-104-2-23-11-1016.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.17 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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 3-4-0 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=77/Mechanical, 7=125/0-3-8 Max Horz 7=77(LC 4) Max Uplift 5=-281(LC 4), 7=-465(LC 4) Max Grav 5=80(LC 9), 7=125(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-36/296, 2-7=-150/315 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) -0-11-4 to 3-2-4; 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) except (jt=lb) 5=281, 7=465. 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) 157 lb up at 1-0-0, and 157 lb up at 1-4-12 on top chord, and 292 lb up at 1-0-0, and 198 lb up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=24(F) 6=42(F) 8=24(F) 9=17(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AS Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946959 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cwlUFF5YOO2EnS1FTgHn66HNYAtKuww06pmM5yyi1Ov Scale = 1:26.3 1 2 3 4 7 6 5 5x6 2x4 3x4 2x8 2x4 2x8 1-4-0 1-4-0 3-4-0 2-0-0 -0-11-4 0-11-4 1-4-0 1-4-0 3-4-0 2-0-0 2-10-24-4-154-7-74-4-1516.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 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=110/Mechanical, 7=198/0-3-8 Max Horz 7=80(LC 4) Max Uplift 5=-83(LC 4), 7=-18(LC 4) 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) 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AT Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946960 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-47JsSb6A9iA5OccR1Np0eKqR?a5tdN3AKTWweOyi1Ou Scale = 1:24.4 1 2 5 3 4 5x6 3x8 1-0-0 1-0-0 -0-11-4 0-11-4 1-0-0 1-0-0 2-10-24-2-216.00 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 0.76 0.61 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.08 (loc) 5 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 1-0-0 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=141/0-3-8, 3=-12/Mechanical, 4=2/Mechanical Max Horz 5=194(LC 4) Max Uplift 5=-139(LC 5), 3=-176(LC 4), 4=-256(LC 4) Max Grav 5=382(LC 4), 3=104(LC 5), 4=87(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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=139, 3=176, 4=256. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AUGR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946961 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-47JsSb6A9iA5OccR1Np0eKqYuaE9dMfAKTWweOyi1Ou Scale = 1:23.8 1 2 3 5 4 2x4 3x6 2x4 3x4 1-3-8 1-3-8 -1-3-15 1-3-15 1-3-8 1-3-8 2-10-24-0-1111.31 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 0.26 0.02 0.09 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: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 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=193/0-4-15, 4=-25/Mechanical Max Horz 5=69(LC 4) Max Uplift 4=-103(LC 4) Max Grav 5=276(LC 6), 4=8(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-266/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=103. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AVGR Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946962 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YJtEgw6ow0Iy0mBea5KFBXNkh_ZSMo7JZ7FTAryi1Ot Scale = 1:30.1 1 2 3 4 5 6 11 10 9 8 7 12 13 3x6 6x6 6x6 2x4 2x4 3x4 3x8 2x4 3x4 3x6 1-6-8 1-6-8 6-0-0 4-5-8 10-5-8 4-5-8 12-0-0 1-6-8 1-6-8 1-6-8 6-0-0 4-5-8 10-5-8 4-5-8 12-0-0 1-6-8 12-11-4 0-11-4 2-10-24-8-54-10-132-10-24-8-516.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-3-0], [4:0-3-14,0-3-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=793/0-3-8, 7=559/0-3-8 Max Horz 11=-65(LC 4) Max Uplift 11=-243(LC 4), 7=-351(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/268, 3-4=-361/268, 4-5=-254/297, 1-11=-490/355, 5-7=-561/376 WEBS 2-9=-134/293, 3-9=-317/131, 4-9=-112/303, 1-10=-177/317, 5-8=-94/312 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=243, 7=351. 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) 305 lb down at 0-1-12, 15 lb down and 175 lb up at 1-6-10, 9 lb down and 104 lb up at 3-5-4, and 9 lb down and 104 lb up at 8-6-12, and 14 lb down and 175 lb up at 10-4-11 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, 2-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 11=-305(F) 10=-15(B) 8=-14(B) 12=-9(B) 13=-9(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AW Truss Type MONO TRUSS Qty 4 Ply 1 PARKSIDE C Job Reference (optional) I30946963 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YJtEgw6ow0Iy0mBea5KFBXNjR_aRMppJZ7FTAryi1Ot Scale = 1:28.1 1 2 3 5 4 2x4 3x4 2x4 3x6 1-6-8 1-6-8 -0-11-4 0-11-4 1-6-8 1-6-8 2-10-24-10-1316.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.01 0.10 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 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 1-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=22/Mechanical, 5=143/0-3-8 Max Horz 5=82(LC 4) Max Uplift 4=-133(LC 4) Max Grav 4=28(LC 3), 5=180(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=0/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=133. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AXGR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946964 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0VQdtG7QhJQpewmq8orUklvuDOw15GWTon?1iHyi1Os Scale = 1:27.4 1 2 3 5 4 2x4 3x6 2x4 3x4 2-0-13 2-0-13 -1-3-15 1-3-15 2-0-13 2-0-13 2-9-154-9-611.31 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 0.27 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-0-13 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=196/0-5-2, 4=35/Mechanical Max Horz 5=71(LC 4) Max Uplift 5=-3(LC 4), 4=-67(LC 4) Max Grav 5=244(LC 6), 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 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AYGR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946965 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:09:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0VQdtG7QhJQpewmq8orUklvuDOw25GWTon?1iHyi1Os Scale = 1:27.4 1 2 3 5 4 2x4 3x6 2x4 3x4 2-0-12 2-0-12 -1-3-15 1-3-15 2-0-12 2-0-12 2-10-14-9-611.31 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 0.27 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 2-0-12 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)5=196/0-5-1, 4=34/Mechanical Max Horz 5=71(LC 4) Max Uplift 5=-3(LC 4), 4=-67(LC 4) Max Grav 5=244(LC 6), 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 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AZGR Truss Type SPECIAL Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I30946966 8.030 s Aug 11 2017 MiTek Industries, Inc. Tue Sep 05 09:48:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-RJ5fq2YmqnYz6jnNhDv291R?6FH5vPdm8ZPjbCygjKw Scale = 1:57.6 1 2 3 4 5 6 7 8 9 18 17 16 15 13 12 11 10 14 19 20 21 22 23 24 25 26 272829 3x4 2x4 5x9 4x6 5x9 2x4 8x16 6x8 4x12 3x6 3x8 8x8 2x4 12x12 2x4 3x6 5x9 2x4 2-0-01-0-02-8-0 2-8-0 6-5-0 3-9-0 10-2-0 3-9-0 11-0-0 0-10-0 14-4-12 3-4-12 18-5-12 4-1-0 22-8-8 4-2-12 2-8-0 2-8-0 6-5-0 3-9-0 10-2-0 3-9-0 14-4-12 4-2-12 18-5-12 4-1-0 22-8-8 4-2-12 7-5-1410-5-145-0-03-0-010-5-14Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [10:Edge,0-3-8], [12:0-3-8,0-5-8], [14:0-5-8,0-2-8], [15:0-8-0,0-4-4], [17:0-2-0,0-2-4] 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 0.47 0.81 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.15 0.03 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 508 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 17-18: 2x6 SP No.1, 10-13: 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-16,5-13,7-11,9-11,12-14: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=7760/0-3-8 (min. 0-3-1), 15=17206/0-5-8 (min. 0-5-7), 18=1875/0-3-8 (min. 0-1-8) Max Horz 15=66(LC 4) Max Uplift 15=-109(LC 4), 18=-146(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-6208/3, 4-5=-64/3982, 5-6=-4440/0, 6-7=-4440/0, 7-8=-5495/26, 8-9=-5495/26 BOT CHORD 12-24=0/6824, 24-25=0/6824, 11-25=0/6824, 15-28=0/4464, 28-29=0/4473, 14-29=0/4476 WEBS 16-17=0/1198, 13-14=0/3063, 5-14=0/7696, 1-17=-234/257, 15-17=-4619/274, 4-17=-90/4364, 4-15=-2079/115, 5-15=-11548/0, 7-12=0/3326, 7-11=-1990/0, 9-11=0/8164, 7-14=-3181/76, 12-14=0/6882 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-15 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide metal plate or equivalent at bearing(s) 15 to support reaction shown. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 15 and 146 lb uplift at joint 18. 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) 904 lb down and 10 lb up at 2-0-12 , 986 lb down and 6 lb up at 4-0-12, 1044 lb down and 11 lb up at 6-0-12, 726 lb down and 16 lb up at 8-0-12, 739 lb down at 8-9-4, 624 lb down and 1 lb up at 15-11-12, 649 lb down and 60 lb up at 17-11-12, 761 lb down and 1 lb up at 19-11-12, and 740 lb down and 21 lb up at 21-11-12, and 425 lb down and 20 lb up at 22-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Continued on page 2 Architect or bldg designer to verify design load accounts for drifting snow. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss AZGR Truss Type SPECIAL Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I30946966 8.030 s Aug 11 2017 MiTek Industries, Inc. Tue Sep 05 09:48:35 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-RJ5fq2YmqnYz6jnNhDv291R?6FH5vPdm8ZPjbCygjKw LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 17-18=-20, 14-16=-20, 10-13=-20, 3-9=-60 Concentrated Loads (lb) Vert: 15=-1203 13=-1942 18=-946 19=-3387(B=-904) 20=-2190(B=-986) 21=-1044(B) 22=-2101 23=-2288 24=-1977 25=-2061 26=-2076 27=-1165 28=-1930(B=-726) 29=-739(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss B Truss Type SPECIAL Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946967 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-yuYNIy9gDxgXtDvDGDtypA_C?BYfZ03lF5U7nAyi1Oq Scale = 1:82.1 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 3x6 2x4 3x4 5x9 3x4 3x4 5x6 6x6 5x6 3x6 3x6 3x6 3x6 3x6 3x6 5-11-15 5-11-15 12-1-12 6-1-13 12-3-8 0-1-12 21-8-12 9-5-4 25-3-12 3-7-0 -0-11-4 0-11-4 5-11-15 5-11-15 12-3-8 6-3-9 17-0-2 4-8-10 21-8-12 4-8-10 25-3-12 3-7-0 0-9-1215-6-155-1-110-5-147.00 12 5.69 12 10.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-3-6], [14:0-2-12,0-1-8] 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 0.44 0.30 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.04 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 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 2x6 SPF No.2 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=321/0-4-8, 2=348/0-3-8, 14=1397/0-3-8 Max Horz 2=315(LC 6) Max Uplift 11=-37(LC 6), 14=-189(LC 6) Max Grav 11=521(LC 9), 2=348(LC 1), 14=1607(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-492/41, 4-6=-196/741, 7-8=-604/53 BOT CHORD 2-15=-317/589, 14-15=-267/471, 13-14=-702/36, 11-12=-10/439 WEBS 4-15=-56/369, 4-14=-987/281, 6-14=-838/177, 6-13=-49/598, 7-12=0/354, 8-11=-566/90, 7-13=-509/112 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 14=189. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BA Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946968 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-yuYNIy9gDxgXtDvDGDtypA_59BQjZ49lF5U7nAyi1Oq Scale = 1:69.3 1 2 3 4 5 6 7 8 12 11 10 9 13 14 3x6 4x6 4x6 3x8 4x6 4x6 3x6 3x4 2x4 3x4 4x9 5x9 9-8-13 9-8-13 19-2-2 9-5-5 24-11-4 5-9-2 -0-11-4 0-11-4 6-7-1 6-7-1 12-10-10 6-3-9 19-2-2 6-3-9 24-11-4 5-9-2 0-9-1212-0-07.00 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge], [7:0-3-0,0-1-12], [9:Edge,0-3-8] 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 0.88 0.81 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.05 (loc) 2-12 2-12 9 l/defl >999 >605 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9: 2x4 SPF-S 1650F 1.6E, 4-12: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 3-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-10, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=991/0-3-0, 2=1049/0-3-8 Max Horz 2=40(LC 6) Max Uplift 9=-77(LC 6), 2=-79(LC 6) Max Grav 9=1157(LC 19), 2=1302(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1879/116, 4-6=-1670/138, 6-7=-809/165, 7-8=-590/173, 8-9=-1141/127 BOT CHORD 2-12=-53/1510, 10-12=0/1119 WEBS 4-12=-400/145, 6-12=0/564, 6-10=-1040/150, 8-10=-58/1155 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BB Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I30946969 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:02 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Q46lVI9IzEoOVNUPpwOBLNXE7bmuIPIvUlDhJcyi1Op Scale = 1:70.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x6 5x9 4x6 4x9 3x8 4x6 4x12 4x9 6x6 5x6 3x10 10x12 6x8 4x6 2x4 2-3-8 2-3-8 3-3-8 1-0-0 13-3-8 10-0-0 14-3-8 1-0-0 19-2-2 4-10-10 24-11-4 5-9-2 -0-11-4 0-11-4 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 19-2-2 4-10-10 24-11-4 5-9-2 0-9-1212-0-01-6-00-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-1-13], [5:0-3-0,0-2-0], [8:0-6-0,0-1-12], [9:Edge,0-3-8], [12:0-1-4,0-1-4], [17:0-1-12,0-1-12], [18:0-5-4,0-0-0], [18:0-2-9,0-2-9] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.75 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.51 0.35 (loc) 15-16 15-16 10 l/defl >999 >585 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-18: 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-10,7-12,8-13,8-11,8-10: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-7-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 7-12, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=991/0-3-0, 2=1049/0-3-8 Max Horz 2=40(LC 6) Max Uplift 10=-77(LC 6), 2=-79(LC 6) Max Grav 10=1157(LC 19), 2=1302(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1794/76, 4-5=-4509/232, 5-7=-1621/138, 7-8=-1392/245, 9-10=-290/78 BOT CHORD 2-18=-63/1309, 4-17=-1509/130, 16-17=-179/2394, 15-16=-24/2061, 14-15=-23/2061, 13-14=0/1405, 10-11=0/497 WEBS 7-13=-2022/124, 4-16=0/2036, 5-16=-124/2266, 5-14=-1055/107, 7-14=0/1562, 11-13=0/442, 8-13=-150/1342, 8-10=-1143/65, 5-15=0/258 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BC Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946970 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:03 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-uHg7jeAxkYwF6X3bNewQub4Ot?671rY2jPzEr2yi1Oo Scale = 1:70.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x6 5x9 4x6 4x9 3x8 4x6 4x12 4x9 6x6 5x6 3x10 10x12 6x8 4x6 2x4 2-3-8 2-3-8 3-3-8 1-0-0 13-3-8 10-0-0 14-3-8 1-0-0 19-2-2 4-10-10 24-7-0 5-4-14 24-11-4 0-4-4 -0-11-4 0-11-4 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 19-2-2 4-10-10 24-11-4 5-9-2 0-9-1212-0-01-6-00-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-1-13], [5:0-3-0,0-2-0], [8:0-6-0,0-1-12], [9:Edge,0-3-8], [12:0-1-4,0-1-4], [17:0-1-12,0-1-12], [18:0-5-4,0-0-0], [18:0-2-9,0-2-9] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.75 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.51 0.35 (loc) 15-16 15-16 10 l/defl >999 >585 n/a L/d 240 180 n/a PLATES MT20 Weight: 167 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-18: 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-10,7-12,8-13,8-11,8-10: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-7-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 7-12, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=991/0-3-0, 2=1049/0-3-8 Max Horz 2=40(LC 6) Max Uplift 10=-77(LC 6), 2=-79(LC 6) Max Grav 10=1157(LC 19), 2=1302(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1794/76, 4-5=-4509/232, 5-7=-1621/138, 7-8=-1392/245, 9-10=-290/78 BOT CHORD 2-18=-63/1309, 4-17=-1509/130, 16-17=-179/2394, 15-16=-24/2061, 14-15=-23/2061, 13-14=0/1405, 10-11=0/497 WEBS 7-13=-2022/124, 4-16=0/2036, 5-16=-124/2266, 5-14=-1055/107, 7-14=0/1562, 11-13=0/442, 8-13=-150/1342, 8-10=-1143/65, 5-15=0/258 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BD Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946971 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:04 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NTEWw_BZVs26khenxLRfRoca3PS1mK1Cx3inNUyi1On Scale = 1:78.4 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 3x6 5x9 6x6 7x10 MT18HS 4x6 7x12 4x9 6x14 6x6 5x6 3x10 10x12 7x12 4x6 3x6 3x4 2x4 2-3-8 2-3-8 3-3-8 1-0-0 13-3-8 10-0-0 14-3-8 1-0-0 18-9-13 4-6-5 22-9-13 4-0-0 24-7-0 1-9-3 24-11-4 0-4-4 -0-11-4 0-11-4 2-3-8 2-3-8 8-3-8 6-0-0 14-3-8 6-0-0 18-9-13 4-6-5 22-9-13 4-0-0 24-11-4 2-1-7 0-9-1211-6-1513-0-51-6-00-6-011-6-157.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-0-8], [9:0-2-0,0-3-8], [10:Edge,0-3-8], [14:0-1-4,0-1-4], [19:1-0-4,0-3-0], [19:0-1-12,0-1-12], [21:Edge,0-6-4], [21:0-1-12,0-0-0] 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 0.90 0.71 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.47 0.33 (loc) 17-18 17-18 11 l/defl >999 >613 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 206 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-20: 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 3-18,4-18,4-16,6-16,13-15,4-17,2-21,2-20: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 9-10, 6-14, 7-12, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)21=1033/0-3-8, 11=1004/0-3-0 Max Horz 21=66(LC 6) Max Uplift 21=-81(LC 6), 11=-75(LC 6) Max Grav 21=1291(LC 18), 11=1297(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1507/68, 3-4=-4272/221, 4-6=-1558/132, 6-7=-1309/229, 7-8=-258/150, 9-10=-324/242, 2-21=-1252/91 BOT CHORD 19-20=-352/21, 3-19=-1753/133, 18-19=-173/2204, 17-18=-21/1994, 16-17=-21/1994, 15-16=0/1339, 12-13=0/489 WEBS 6-15=-1938/108, 3-18=0/1966, 4-18=-118/2080, 4-16=-1039/108, 6-16=0/1513, 13-15=0/440, 7-15=-143/1284, 7-12=-1025/53, 8-12=-73/957, 8-11=-1125/112, 4-17=0/256, 2-20=-31/1157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BE Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946972 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:05 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rfou8KCBG9AzMrD_V3yuz09nRoq1VlMLAjSLwxyi1Om Scale = 1:90.8 12 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x6 7x12 7x12 7x12 8x8 4x9 6x14 7x12 6x8 10x12 5x6 4x6 4x12 3x4 3x4 3x4 3x4 3x4 2-3-8 2-3-8 3-3-8 1-0-0 13-3-8 10-0-0 14-3-8 1-0-0 18-2-15 3-11-7 24-7-0 6-4-1 24-11-4 0-4-4 -0-11-4 0-11-4 2-3-8 2-3-8 8-3-3 5-11-11 14-2-15 5-11-11 18-2-15 4-0-0 24-11-4 6-8-5 0-9-128-10-1513-0-51-6-00-6-08-10-157.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-7-11,Edge], [7:0-1-12,0-0-0], [9:0-3-3,Edge], [12:0-1-4,0-1-4], [16:1-0-4,0-3-0], [16:0-1-12,0-1-12], [18:0-1-12,0-0-0], [18:Edge,0-6-0] 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 0.80 0.59 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.89 0.32 (loc) 14-15 14-15 10 l/defl >937 >331 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2, 1-5: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 3-17: 2x8 SP No.2, 14-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-15,4-14,6-14,11-13,2-18,2-17: 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 (5-8-1 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 9-10, 7-12, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)18=1046/0-3-8, 10=979/0-3-0 Max Horz 18=65(LC 6) Max Uplift 18=-84(LC 6), 10=-72(LC 6) Max Grav 18=1437(LC 18), 10=1355(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1665/72, 3-4=-4941/173, 4-6=-1578/128, 6-7=-1541/78, 7-8=-1041/148, 9-10=-326/11, 2-18=-1394/95 BOT CHORD 16-17=-396/21, 3-16=-2096/99, 15-16=-157/2554, 14-15=-64/2056, 13-14=0/1375, 10-11=0/731 WEBS 7-13=-1370/0, 3-15=0/2273, 4-15=-15/2632, 4-14=-1050/162, 6-14=0/1686, 11-13=0/697, 8-13=-28/604, 8-10=-1235/137, 2-17=-32/1296 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) 18, 10. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BF Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946973 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-n2veY?DRonRgb8NMcU_M2RE7mcUozf3ed1xS_pyi1Ok Scale = 1:71.0 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 6x6 6x6 4x6 4x9 7x12 4x9 6x14 7x12 6x12 2x4 8x16 6x6 3x4 4x6 4x12 2x4 2-3-8 2-3-8 3-3-8 1-0-0 9-8-1 6-4-9 13-3-8 3-7-7 14-3-8 1-0-0 19-5-10 5-2-2 24-11-4 5-5-10 -0-11-4 0-11-4 2-3-8 2-3-8 5-11-13 3-8-5 9-8-1 3-8-5 13-8-1 4-0-0 14-3-8 0-7-7 19-5-10 5-2-2 24-11-4 5-5-10 0-9-126-2-1513-0-51-6-00-6-06-2-157.00 12 12.00 12 Plate Offsets (X,Y)-- [13:0-6-0,Edge], [13:0-1-4,0-1-4], [18:1-0-4,0-3-0], [18:0-1-12,0-1-12], [20:0-1-12,0-0-0], [20:Edge,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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.81 0.77 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.45 0.29 (loc) 16-17 16-17 11 l/defl >999 >661 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-19: 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 10-11,9-14,9-12,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 10-11, 9-11, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=983/0-3-0, 20=1051/0-3-8 Max Horz 20=66(LC 6) Max Uplift 11=-71(LC 6), 20=-86(LC 6) Max Grav 11=1421(LC 18), 20=1523(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1662/73, 3-4=-4673/195, 4-5=-2080/126, 5-6=-1764/135, 6-7=-1760/131, 7-8=-1521/135, 8-9=-1780/228, 2-20=-1482/98 BOT CHORD 18-19=-391/20, 3-18=-1923/100, 17-18=-128/2344, 16-17=-90/2492, 15-16=0/1697, 14-15=-1/2195, 11-12=0/651 WEBS 8-14=-527/112, 3-17=-20/2243, 4-17=-42/2039, 4-16=-924/113, 5-16=0/659, 7-15=-17/1464, 12-14=0/583, 9-14=-158/1500, 9-11=-1342/142, 2-19=-30/1282, 6-15=-339/49, 7-14=-2127/67 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) 11, 20. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BG Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946974 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-n2veY?DRonRgb8NMcU_M2REHHcf0zu5ed1xS_pyi1Ok Scale = 1:24.9 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 11 10 9 8 7 12 2x8 -0-11-4 0-11-4 5-11-8 5-11-8 0-9-124-3-77.00 12 Plate Offsets (X,Y)-- [11:0-4-4,0-1-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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 5-11-8. (lb) - Max Horz 11=38(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 11, 7, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8, 9, 10. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BGGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946975 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FET0mLE3Z4ZXDIyZABVbbenIV0s_i8xnshg?WGyi1Oj Scale = 1:71.1 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 6x6 4x6 4x6 5x9 4x6 3x6 4x6 2x4 3x6 3x4 6x6 3x6 3x6 3x6 5-1-3 5-1-3 9-1-3 4-0-0 14-3-6 5-2-3 19-5-9 5-2-3 24-11-4 5-5-11 -0-11-4 0-11-4 5-1-3 5-1-3 9-1-3 4-0-0 14-3-6 5-2-3 19-5-9 5-2-3 24-11-4 5-5-11 0-9-123-6-1513-0-53-6-157.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-5], [8:0-3-0,Edge], [9:0-3-12,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 0.81 0.51 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.20 0.05 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-8: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-10,7-11,7-10: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 2-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 6-11, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=998/0-3-0, 2=1077/0-3-8 Max Horz 2=46(LC 6) Max Uplift 10=-87(LC 6), 2=-158(LC 6) Max Grav 10=1331(LC 18), 2=1478(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2062/230, 4-5=-2337/216, 5-6=-1706/147, 6-7=-916/146 BOT CHORD 2-15=-167/1626, 14-15=-165/1620, 12-14=-165/2360, 11-12=-21/1389, 10-11=0/668 WEBS 4-14=0/947, 5-14=-552/52, 5-12=-1146/169, 6-12=-11/727, 6-11=-1138/150, 7-11=-109/1012, 7-10=-1358/180 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) 10 except (jt=lb) 2=158. 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) 35 lb down and 113 lb up at 5-1-3 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: 1-4=-60, 4-5=-60, 5-9=-60, 2-10=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BGGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946975 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:08 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FET0mLE3Z4ZXDIyZABVbbenIV0s_i8xnshg?WGyi1Oj LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-35(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss BH Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946976 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FET0mLE3Z4ZXDIyZABVbbenIE0r0iIynshg?WGyi1Oj Scale = 1:72.2 1 2 3 4 5 6 7 11 10 9 8 12 3x6 4x6 5x9 3x8 4x6 4x6 3x6 3x4 2x4 2x4 3x8 8-11-2 8-11-2 17-6-12 8-7-10 20-7-0 3-0-4 20-11-4 0-4-4 -0-11-4 0-11-4 7-0-15 7-0-15 13-10-5 6-9-7 20-11-4 7-0-15 0-9-1213-0-57.00 12 Plate Offsets (X,Y)-- [2:0-5-11,Edge], [7:0-3-12,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 0.83 0.64 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.35 0.02 (loc) 2-11 2-11 8 l/defl >999 >606 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-8: 2x4 SPF-S 1650F 1.6E, 4-11: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 4-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=293/0-3-0, 2=793/0-3-8, 9=633/0-3-8 Max Horz 2=34(LC 6) Max Uplift 8=-26(LC 6), 2=-62(LC 6), 9=-36(LC 6) Max Grav 8=445(LC 9), 2=835(LC 12), 9=730(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1025/78, 4-6=-913/142, 7-8=-295/9 BOT CHORD 2-11=-12/766, 9-11=0/366 WEBS 4-11=-421/168, 6-11=-41/670, 6-9=-593/51 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) 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) 8, 2, 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BI Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946977 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jR1PzhFhKOhOqSWlkv0q8sKQgQ82RaWx5LQY3iyi1Oi Scale = 1:77.3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 4x6 4x8 MT18HS 6x8 3x6 4x6 3x6 3x6 3x4 3x4 3x6 3x6 3x4 3x4 4x12 WB 3x6 1-5-14 1-5-14 8-10-8 7-4-9 20-6-8 11-8-0 31-3-12 10-9-4 1-5-14 1-5-14 8-10-8 7-4-9 16-3-1 7-4-9 23-7-11 7-4-9 31-3-12 7-8-1 12-10-911-9-1011-9-107.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-3-0], [8:Edge,0-3-8] 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 0.97 0.78 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.69 0.00 (loc) 13-14 13-14 10 l/defl >635 >353 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 213 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF No.2, 2-4: 2x4 SP 2400F 2.0E 4-7: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SP 2400F 2.0E *Except* 11-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 8-9, 2-14, 3-14, 3-13, 5-10, 6-10, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=594/0-3-0, 10=1887/0-3-8 Max Horz 15=-4(LC 6) Max Uplift 10=-562(LC 6) Max Grav 15=851(LC 9), 10=2788(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-333/83, 3-5=-405/85, 5-6=-38/616, 8-9=-336/82 BOT CHORD 13-14=0/333, 9-10=-322/241 WEBS 3-14=-566/0, 3-13=-443/228, 5-13=-84/898, 5-10=-1327/224, 6-10=-1355/304, 6-9=-196/508 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=562. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BJ Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946978 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-BdbnB1GK5ipFSc5xHcY3g3sempcnAAM4K?96b8yi1Oh Scale = 1:78.4 1 2 3 4 5 6 7 16 15 14 13 12 11 9 8 17 18 19 104x9 4x6 3x6 4x6 3x6 3x6 6x14 3x4 3x8 3x4 3x4 3x4 3x4 3x6 2x4 5-10-7 5-10-7 11-11-12 6-1-5 12-1-15 0-2-3 16-4-0 4-2-1 20-8-4 4-4-4 24-8-13 4-0-9 31-3-12 6-6-15 5-10-7 5-10-7 12-1-15 6-3-7 18-5-6 6-3-7 24-8-13 6-3-7 31-3-12 6-6-15 12-10-99-2-159-2-157.00 12 Plate Offsets (X,Y)-- [7:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.30 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 8-9 8-9 8 l/defl >999 >945 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 7-8, 2-16, 2-15, 3-14, 3-12, 4-12, 6-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 16=0-3-0, 8=Mechanical, 12=8-8-8. (lb) - Max Horz 16=-14(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 8 except 12=-127(LC 6) Max Grav All reactions 250 lb or less at joint(s) 10 except 16=732(LC 9), 8=893(LC 13), 12=1348(LC 13), 14=650(LC 13), 14=459(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-293/15, 2-3=-314/128, 4-6=-429/150, 7-8=-290/65 BOT CHORD 15-16=0/282, 8-9=0/403 WEBS 2-16=-520/128, 3-15=0/318, 3-14=-537/66, 3-12=-396/50, 4-12=-941/126, 4-9=-6/398, 6-8=-667/69 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) 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) 16, 8 except (jt=lb) 12=127. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BKGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946979 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-fp99ONGys?x64mg8rJ3IDHPqIDzTvX3EYfvf7ayi1Og Scale = 1:75.8 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 5x9 4x6 6x12 3x6 3x4 6x6 4x6 3x6 3x4 2x4 3x4 2x4 3x8 2x4 3x8 2x4 3x8 4x6 5-4-7 5-4-7 10-5-5 5-0-15 12-1-8 1-8-3 15-7-1 3-5-9 20-8-13 5-1-12 25-10-8 5-1-12 31-3-12 5-5-4 5-4-7 5-4-7 10-5-5 5-0-15 15-7-1 5-1-12 20-8-13 5-1-12 25-10-8 5-1-12 31-3-12 5-5-4 12-10-96-6-156-6-157.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-4-8] 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 0.71 0.21 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.06 0.01 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 1-18,2-18,2-17: 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 (5-7-8 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,15-16. WEBS 1 Row at midpt 1-18, 2-18, 2-17, 4-15, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)18=366/0-3-0, 9=853/Mechanical, 15=1582/0-3-8 Max Horz 18=-25(LC 6) Max Uplift 9=-793(LC 6), 15=-560(LC 6) Max Grav 18=709(LC 18), 9=1113(LC 13), 15=1967(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/54, 3-4=-88/287, 4-5=-921/527, 5-7=-921/527 BOT CHORD 13-15=-82/414, 11-13=-82/414, 10-11=-444/737, 9-10=-444/737 WEBS 2-18=-578/24, 3-17=-85/343, 3-15=-704/97, 4-15=-1434/513, 4-11=-572/795, 5-11=-467/233, 7-11=0/289, 7-10=-232/266, 7-9=-1118/789 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) 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) 9=793, 15=560. 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) 34 lb down and 163 lb up at 21-7-8, 34 lb down and 163 lb up at 23-7-8, 34 lb down and 163 lb up at 25-7-8, and 34 lb down and 163 lb up at 27-7-8, and 34 lb down and 163 lb up at 29-7-8 on top chord, and 248 lb down and 80 lb up at 20-9-0, 13 lb down and 103 lb up at 21-7-8, 13 lb down and 103 lb up at 23-7-8, 13 lb down and 103 lb up at 25-7-8, and 13 lb down and 103 lb up at 27-7-8, and 13 lb down and 103 lb up at 29-7-8 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BKGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946979 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:11 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-fp99ONGys?x64mg8rJ3IDHPqIDzTvX3EYfvf7ayi1Og LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 9-18=-20 Concentrated Loads (lb) Vert: 11=-248(F) 10=-8(F) 7=-6(F) 20=-6(F) 21=-6(F) 22=-6(F) 23=-6(F) 24=-8(F) 25=-8(F) 26=-8(F) 27=-8(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss BL Truss Type JACK Qty 5 Ply 1 PARKSIDE C Job Reference (optional) I30946980 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-fp99ONGys?x64mg8rJ3IDHPr8DrlviXEYfvf7ayi1Og Scale = 1:37.6 1 2 5 3 45x9 4x9 2-11-8 2-11-8 -0-11-4 0-11-4 2-11-8 2-11-8 2-10-26-9-716.00 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 0.66 0.76 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.03 -0.20 (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 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-4 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=190/0-3-8, 3=62/Mechanical, 4=27/Mechanical Max Horz 5=292(LC 4) Max Uplift 5=-98(LC 5), 3=-189(LC 4), 4=-146(LC 4) Max Grav 5=257(LC 4), 3=159(LC 5), 4=113(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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 3=189, 4=146. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BMGR Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946981 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8?jXcjHadJ3zhvFKP1aXlUy15dIwe8XNnJeDf1yi1Of Scale = 1:37.6 1 2 3 5 4 6 2x4 4x6 2x4 3x6 2-11-8 2-11-8 -0-11-4 0-11-4 2-11-8 2-11-8 2-10-26-9-716.00 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-P 0.58 0.32 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -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: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=268/Mechanical, 5=542/0-3-8 Max Horz 5=96(LC 4) Max Uplift 4=-99(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 531 lb down and 1 lb up at 1-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 6=-531(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BN Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946982 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8?jXcjHadJ3zhvFKP1aXlUy_IdGLe2VNnJeDf1yi1Of Scale = 1:76.3 1 2 3 4 5 11 10 9 8 7 6 12 13 4x9 4x6 4x6 2x4 3x6 3x6 3x4 6x8 3x4 3x6 2x4 7-7-13 7-7-13 12-1-8 4-5-11 15-0-3 2-10-11 20-8-4 5-8-1 7-7-13 7-7-13 15-0-3 7-4-5 20-8-4 5-8-1 12-10-93-10-153-10-157.00 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 0.82 0.42 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.25 0.01 (loc) 10-11 10-11 6 l/defl >999 >570 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 1-11,3-11: 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-10. WEBS 1 Row at midpt 1-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=554/0-3-0, 6=453/Mechanical, 8=625/0-3-8 Max Horz 11=-22(LC 6) Max Uplift 11=-44(LC 6), 6=-31(LC 6), 8=-32(LC 6) Max Grav 11=784(LC 13), 6=549(LC 12), 8=800(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-268/15, 1-3=-275/136, 3-4=-721/94, 4-5=-535/68, 5-6=-495/62 BOT CHORD 10-11=0/479, 7-8=0/525 WEBS 3-11=-727/127, 4-10=0/634, 4-8=-977/94, 5-7=-23/604 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 6, 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BO Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946983 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cCHvp3ICOdBqJ3qWzk5mIiU9n1bSNYEW0zOmCTyi1Oe Scale = 1:75.3 1 2 3 4 5 6 10 9 8 7 11 5x9 4x6 3x6 3x6 3x6 3x4 3x4 2x4 3x8 4x6 4x6 6-11-15 6-11-15 12-1-8 5-1-9 20-8-4 8-6-12 6-11-15 6-11-15 13-8-5 6-8-7 20-8-4 6-11-15 12-10-90-9-127.00 12 Plate Offsets (X,Y)-- [1:0-3-12,Edge], [6:0-5-11,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 0.77 0.49 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.01 (loc) 6-7 6-7 6 l/defl >720 >281 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-10: 2x4 SPF-S 1650F 1.6E, 4-9,4-7: 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 4-0-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 2-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=584/0-3-0, 7=566/0-3-8, 6=493/0-3-8 Max Horz 10=-31(LC 6) Max Uplift 10=-72(LC 6), 6=-59(LC 6) Max Grav 10=754(LC 9), 7=607(LC 11), 6=549(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-285/7, 2-4=-508/135, 4-6=-576/131 BOT CHORD 9-10=0/336, 6-7=-25/402 WEBS 2-10=-564/167, 4-7=-484/66 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BP Truss Type HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946984 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4OqH0PJq9wJhxDPiWSc?rv1I1RuJ6ssgEd7Jkvyi1Od Scale = 1:72.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 5x9 8x8 3x10 3x6 3x6 3x6 3x8 3x4 3x8 2x4 3x4 3x6 8x8 4x6 4x8 MT18HS 6x8 3x6 5-8-6 5-8-6 11-1-5 5-4-14 17-11-7 6-10-2 24-9-9 6-10-2 32-3-0 7-5-8 40-0-0 7-9-0 5-8-6 5-8-6 11-1-5 5-4-14 17-11-7 6-10-2 24-9-9 6-10-2 32-3-0 7-5-8 40-0-0 7-9-0 41-3-4 1-3-4 4-0-410-6-01-7-910-6-07.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0], [5:0-4-8,0-2-0], [8:0-3-8,Edge], [10:0-3-8,Edge], [11:0-3-8,Edge], [17:0-3-8,0-1-8] 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 0.93 0.64 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.09 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 214 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,7-11,1-18,1-17,8-10,8-11: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-14, 5-14, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)18=1587/0-3-8, 10=1675/0-3-8 Max Horz 18=-48(LC 6) Max Uplift 18=-109(LC 6), 10=-149(LC 6) Max Grav 18=1950(LC 18), 10=2016(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1653/165, 2-3=-1795/238, 3-4=-1910/261, 4-5=-1910/261, 5-7=-2146/245, 7-8=-2603/189, 1-18=-1896/140, 8-10=-1942/188 BOT CHORD 16-17=0/1317, 14-16=0/1431, 13-14=0/1648, 11-13=-14/2135 WEBS 2-17=-767/95, 2-16=0/433, 3-14=-51/785, 4-14=-849/142, 5-14=-105/396, 5-13=0/549, 7-13=-665/108, 1-17=-46/1554, 8-11=-12/1943 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=109, 10=149. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BP1 Truss Type HIP Qty 6 Ply 1 PARKSIDE C Job Reference (optional) I30946985 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YaOgEkKSwERYYN_v497EN7aTnqDUrJhpTHttGMyi1Oc Scale = 1:72.0 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 5x9 8x8 3x8 3x6 3x6 3x6 3x8 3x4 3x8 2x4 3x4 3x6 8x8 4x6 3x8 MT18HS 5x6 3x6 5-8-6 5-8-6 11-1-5 5-4-14 17-11-7 6-10-2 24-9-9 6-10-2 32-3-0 7-5-8 40-0-0 7-9-0 5-8-6 5-8-6 11-1-5 5-4-14 17-11-7 6-10-2 24-9-9 6-10-2 32-3-0 7-5-8 40-0-0 7-9-0 4-0-410-6-01-7-910-6-07.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0], [5:0-4-8,0-2-0], [8:Edge,0-1-12], [10:0-3-8,Edge], [16:0-3-8,0-1-8] 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 0.93 0.65 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.09 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 213 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,7-10,1-17,1-16,8-9,8-10: 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 (4-2-2 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-13, 5-13, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)17=1588/0-3-8, 9=1588/0-3-8 Max Horz 17=-12(LC 6) Max Uplift 17=-109(LC 6), 9=-104(LC 6) Max Grav 17=1951(LC 17), 9=1931(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1654/165, 2-3=-1797/238, 3-4=-1912/261, 4-5=-1912/261, 5-7=-2151/246, 7-8=-2608/187, 1-17=-1897/140, 8-9=-1858/144 BOT CHORD 15-16=0/1318, 13-15=0/1432, 12-13=0/1650, 10-12=-52/2149 WEBS 2-16=-768/95, 2-15=0/433, 3-13=-51/786, 4-13=-849/142, 5-13=-106/396, 5-12=0/556, 7-12=-678/110, 1-16=-46/1556, 8-10=-48/2005 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=109, 9=104. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946986 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YaOgEkKSwERYYN_v497EN7aesqNPrWYpTHttGMyi1Oc Scale = 1:18.2 1 2 5 4 3 2x4 3x6 3x4 1-1-4 1-1-4 -0-11-4 0-11-4 1-1-4 1-1-4 1-6-22-11-132-1-52-11-1216.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.01 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 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 1-1-4 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=140/0-3-8, 3=-10/Mechanical, 4=10/Mechanical Max Horz 5=76(LC 4) Max Uplift 5=-1(LC 5), 3=-54(LC 6), 4=-127(LC 4) Max Grav 5=190(LC 6), 3=76(LC 5), 4=19(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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb) 4=127. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BS Truss Type MONO TRUSS Qty 4 Ply 1 PARKSIDE C Job Reference (optional) I30946987 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0ny2R4K5gYZPAXZ5eteTwK6f1EjSaxDzixcQooyi1Ob Scale = 1:42.4 1 2 3 5 4 2x4 3x6 2x4 3x6 2-3-8 2-3-8 -1-3-4 1-3-4 2-0-0 2-0-0 5-0-07-8-00-3-816.00 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 0.84 0.03 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 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=33/0-3-8, 5=189/0-3-8 Max Horz 5=108(LC 4) Max Uplift 4=-255(LC 4) Max Grav 4=40(LC 3), 5=235(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-0/428 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=255. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BT Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946988 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0ny2R4K5gYZPAXZ5eteTwK6jkEgTasezixcQooyi1Ob Scale = 1:36.9 1 2 3 4 6 5 7 5x9 2x4 4x6 4x6 2x4 2-0-0 2-0-0 2-3-8 0-3-8 -1-3-4 1-3-4 1-2-8 1-2-8 2-0-0 0-9-8 2-3-8 0-3-8 5-0-06-7-50-5-86-7-516.00 12 Plate Offsets (X,Y)-- [3:0-2-13,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 0.60 0.22 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 2-0-0 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=-10/0-3-8, 6=160/0-3-8 Max Horz 6=102(LC 4) Max Uplift 5=-688(LC 4), 6=-231(LC 5) Max Grav 5=76(LC 15), 6=253(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-86/436, 2-6=-247/457 WEBS 3-6=-657/44, 3-5=0/345 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 1-10-4; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=688, 6=231. 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) 163 lb down and 294 lb up at 1-2-8 on top chord, and 120 lb down and 603 lb up at 1-2-12, and 1929 lb down at 55-1-15 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, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=26(F) 7=48(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BT1 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946989 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UzWQfQLjRrhGoh8HCaAiSYfuUe0iJJu6xbMzLEyi1Oa Scale = 1:36.9 1 2 3 4 6 5 7 5x9 2x4 4x6 4x6 2x4 2-0-0 2-0-0 2-3-8 0-3-8 -1-3-4 1-3-4 1-2-8 1-2-8 2-0-0 0-9-8 2-3-8 0-3-8 5-0-06-7-50-5-86-7-516.00 12 Plate Offsets (X,Y)-- [3:0-2-13,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 0.60 0.22 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 2-0-0 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=-10/0-3-8, 6=160/0-3-8 Max Horz 6=102(LC 4) Max Uplift 5=-688(LC 4), 6=-231(LC 5) Max Grav 5=76(LC 15), 6=253(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-86/436, 2-6=-247/457 WEBS 3-6=-657/44, 3-5=0/345 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 1-10-4; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=688, 6=231. 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) 163 lb down and 294 lb up at 1-2-8 on top chord, and 120 lb down and 603 lb up at 1-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 5-6=-20 Concentrated Loads (lb) Vert: 3=26(B) 7=48(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BU Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946990 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UzWQfQLjRrhGoh8HCaAiSYfuJet?JQ06xbMzLEyi1Oa Scale = 1:37.1 1 2 5 3 4 6x12 MT18HS 4x9 1-2-8 1-2-8 -1-3-4 1-3-4 1-2-8 1-2-8 5-0-06-7-55-8-136-7-516.00 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 0.61 0.77 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.24 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 15 lb FT = 0% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-8 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=199/0-3-8, 3=-24/Mechanical, 4=-9/Mechanical Max Horz 5=297(LC 4) Max Uplift 5=-350(LC 5), 3=-393(LC 4), 4=-635(LC 4) Max Grav 5=960(LC 4), 3=179(LC 5), 4=230(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-314/139, 2-3=-324/142 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=350, 3=393, 4=635. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BVGR Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946991 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-y94osmMLC9p7QqiUlIhx?lC3U2Pu2rkG9F5Xtgyi1OZ Scale = 1:36.4 1 2 3 5 4 2x4 3x6 2x4 3x4 1-7-0 1-7-0 -1-9-9 1-9-9 1-7-0 1-7-0 5-0-06-5-1511.31 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 0.58 0.03 0.16 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: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 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=256/0-4-15, 4=-36/Mechanical Max Horz 5=92(LC 4) Max Uplift 4=-231(LC 4) Max Grav 5=366(LC 6), 4=10(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-353/0 WEBS 2-4=-0/424 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=231. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BW Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946992 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-y94osmMLC9p7QqiUlIhx?lC9d2Hf2r4G9F5Xtgyi1OZ Scale = 1:26.3 1 2 3 5 4 3x4 2x4 2x4 3x4 3x4 8-1-8 8-1-8 4-0-12 4-0-12 8-0-0 3-11-4 8-1-8 0-1-8 4-5-154-2-70-3-84-5-15LOADING (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 0.26 0.55 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.49 0.00 (loc) 4-5 4-5 4 l/defl >476 >190 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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 2-0-0 oc purlins: 1-3, 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=313/0-3-8, 4=313/Mechanical Max Uplift 5=-71(LC 4), 4=-71(LC 4) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BXGR Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30946993 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-y94osmMLC9p7QqiUlIhx?lC1V2JL2tFG9F5Xtgyi1OZ Scale = 1:20.3 1 2 5 3 4 4x6 4x6 1-6-6 1-6-6 -3-3-7 3-3-7 1-6-6 1-6-6 2-7-03-4-136.41 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 0.71 0.45 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.04 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-6 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=521/0-8-12, 3=-208/Mechanical, 4=2/Mechanical Max Horz 5=183(LC 6) Max Uplift 5=-98(LC 6), 3=-401(LC 8), 4=-97(LC 6) Max Grav 5=805(LC 8), 3=73(LC 7), 4=30(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-771/212 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=401. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BYGR Truss Type SPECIAL Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I30946994 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-QMeA46NzzTx_1_HgJ?CAYzkKNSkVnI?POvr4P7yi1OY Scale = 1:69.1 1 2 3 4 5 6 12 10 9 8 7 13 14 15 11 3x6 4x6 4x6 3x4 4x6 3x6 2x4 3x4 3x6 3x4 3x6 3x6 5-2-9 5-2-9 5-8-8 0-5-15 9-8-1 3-11-9 14-1-8 4-5-8 18-10-8 4-9-0 5-2-9 5-2-9 9-8-1 4-5-8 14-1-8 4-5-8 18-10-8 4-9-0 0-4-411-4-67-2-611-4-67.00 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 0.19 0.07 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.11 (loc) 8 8 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 232 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 *Except* 6-7,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-0-0 except (jt=length) 11=0-3-8, 14=0-3-8. (lb) - Max Horz 1=122(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 14=-110(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 12=856(LC 9), 14=613(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-382/33, 3-5=-328/37, 7-13=-70/469, 6-13=-70/469 BOT CHORD 8-9=-14/263 WEBS 2-12=-770/7, 2-9=0/427, 5-8=-76/250, 5-7=-506/146, 6-14=-615/111 NOTES- 1) Ply to ply nailing inadequate 2) 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 0-7-0 oc. 3) 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. 4) 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 5) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 14=110. N/A THERE IS A SMALL BULKHEAD FRAMING ONTO THE TRUSS, BUT NOTHING MORE THAN ORDINARY LOADING IS NEEDED. THATS THE ONLY REASON FOR THE 2 PLY THOUGH. TRUSS DESIGNED TO SUPPORT THE LOAD GENERATED BY A TRIBUTARY AREA EQUAL TO 24 INCHES OF ROOF LOAD ONLY. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss BZ Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946995 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vYCZHSNbkm3qf8sstijP4AHL2r0IWlXYdYaeyZyi1OX Scale = 1:27.4 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 1-5-3 1-5-3 8-1-8 6-8-5 -1-3-4 1-3-4 1-5-3 1-5-3 8-0-0 6-6-13 8-1-8 0-1-8 2-7-04-4-34-5-154-0-110-3-84-4-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.77 0.35 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.16 0.00 (loc) 5-6 5-6 5 l/defl >999 >602 n/a L/d 240 180 n/a PLATES MT20 Weight: 45 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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)7=406/0-3-8, 5=306/Mechanical Max Horz 7=98(LC 4) Max Uplift 7=-96(LC 4), 5=-86(LC 4) Max Grav 7=406(LC 1), 5=307(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-474/52 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 7-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CAGR Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946996 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vYCZHSNbkm3qf8sstijP4AHTcr4tWmTYdYaeyZyi1OX Scale = 1:22.4 1 2 3 6 4 7 8 9 5 10 11 2x4 3x10 2x4 5x6 1-1-10 1-1-10 1-7-11 0-6-1 2-1-12 0-6-1 5-4-12 3-3-0 -1-0-4 1-0-4 5-4-12 5-4-12 0-9-03-7-103-2-133-7-106.41 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-7], [2:0-0-7,0-5-4], [2:0-5-8,Edge], [3:0-2-10,0-2-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 8.0 0.0 6.0 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 0.12 0.08 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: 27 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 5-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)6=449/1-0-3, 3=51/Mechanical, 5=-237/0-3-8 Max Horz 6=114(LC 6) Max Uplift 6=-196(LC 6), 3=-128(LC 6), 5=-299(LC 12) Max Grav 6=458(LC 9), 3=68(LC 9), 5=36(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.8psf; BCDL=3.6psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=196, 3=128, 5=299. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 142 lb up at 2-10-13, and 25 lb up at 4-2-15 on top chord, and 51 lb up at 2-10-13, and 109 lb up at 4-2-15 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=-56, 2-4=-12 Concentrated Loads (lb) Vert: 7=89(B) 9=25(F) 10=25(B) 11=12(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CB Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946997 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NkmxUoODV4BhHIR3RQEedOpgBFPUFE?irCKBU?yi1OW Scale = 1:14.4 1 2 3 6 4 5 3x8 4x6 2-6-3 2-6-3 -0-11-4 0-11-4 2-6-3 2-6-3 0-9-122-3-61-9-42-3-67.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 2-5 2-5 4 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 SLIDER Left 2x6 SPF No.2 1-6-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=60/Mechanical, 2=163/0-3-8, 5=25/Mechanical Max Horz 2=65(LC 6) Max Uplift 4=-43(LC 6), 2=-27(LC 6) Max Grav 4=91(LC 12), 2=163(LC 9), 5=49(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) 4, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CD Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30946998 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NkmxUoODV4BhHIR3RQEedOpeTFOYFDbirCKBU?yi1OW Scale = 1:42.7 1 2 3 4 5 9 8 7 6 5x6 6x6 6x6 2x4 2x4 3x4 4x6 3x8 3-6-8 3-6-8 8-5-8 4-11-0 12-0-0 3-6-8 3-6-8 3-6-8 8-5-8 4-11-0 12-0-0 3-6-8 12-11-4 0-11-4 2-10-27-4-57-6-132-10-27-4-516.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-3-0], [3:0-3-14,0-3-0] 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 0.28 0.16 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 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* 2-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=465/Mechanical, 6=536/0-3-8 Max Horz 9=-65(LC 4) Max Uplift 9=-68(LC 4), 6=-86(LC 4) Max Grav 9=488(LC 8), 6=536(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-392/130, 3-4=-390/153, 1-9=-465/81, 4-6=-513/100 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CEGR Truss Type HIP Qty 2 Ply 2 PARKSIDE C Job Reference (optional) I30946999 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-J7thvTQU1hSPWcbRYrH6ipvwe3vmjv3?JWpIYuyi1OU Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 2x8 5x6 5x6 3x6 4x9 4x6 3x6 3x6 4x9 3x6 4x6 3x4 4x9 3x6 4x6 3x6 5x9 4x9 4x8 MT18HS 4x9 4x9 7-6-0 7-6-0 11-1-5 3-7-4 15-8-1 4-6-12 24-9-9 9-1-8 29-9-3 4-11-10 34-8-14 4-11-10 40-0-0 5-3-2 3-10-12 3-10-12 7-6-0 3-7-4 11-1-5 3-7-4 15-8-1 4-6-12 20-2-13 4-6-12 24-9-9 4-6-12 29-9-3 4-11-10 34-8-14 4-11-10 40-0-0 5-3-2 41-3-4 1-3-4 4-0-410-6-01-7-910-6-07.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [7:0-3-0,0-1-12], [11:0-2-14,0-2-0], [13:Edge,0-3-8], [14:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.88 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.46 0.08 (loc) 17-18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 564 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 16-19: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-21,3-21,8-15,10-15,10-14,1-22,2-22,11-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-22 REACTIONS.(lb/size)22=4467/0-3-8, 13=4256/0-3-8 Max Horz 22=-48(LC 6) Max Uplift 22=-647(LC 6), 13=-648(LC 6) Max Grav 22=4830(LC 18), 13=4597(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4260/688, 3-4=-4267/751, 4-5=-3691/672, 5-6=-4514/782, 6-7=-4382/773, 7-8=-5175/860, 8-10=-5879/882, 10-11=-5890/825, 11-13=-4418/646 BOT CHORD 21-22=-248/2601, 20-21=-357/3593, 18-20=-464/4514, 17-18=-478/4557, 15-17=-556/4971, 14-15=-588/5008 WEBS 2-21=-205/1991, 3-21=-507/77, 3-20=-98/354, 4-20=-304/1836, 5-20=-2061/275, 5-18=-164/1479, 6-17=-440/74, 7-17=-346/2229, 8-17=-1095/185, 8-15=-72/671, 10-14=-419/81, 2-22=-4761/626, 11-14=-594/4924 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=647, 13=648. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CEGR Truss Type HIP Qty 2 Ply 2 PARKSIDE C Job Reference (optional) I30946999 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:23 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-J7thvTQU1hSPWcbRYrH6ipvwe3vmjv3?JWpIYuyi1OU NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 lb down and 53 lb up at 0-10-7, 286 lb down and 55 lb up at 2-10-7, 286 lb down and 57 lb up at 4-10-7, 286 lb down and 60 lb up at 6-10-7, 286 lb down and 62 lb up at 8-10-7, 286 lb down and 65 lb up at 10-10-7, 286 lb down and 68 lb up at 12-10-7, 286 lb down and 64 lb up at 14-10-7, 286 lb down and 65 lb up at 16-10-7, 286 lb down and 65 lb up at 18-10-7, 286 lb down and 65 lb up at 20-10-7, 286 lb down and 69 lb up at 22-8-15, 286 lb down and 65 lb up at 24-8-15, 286 lb down and 63 lb up at 26-8-15, 286 lb down and 60 lb up at 28-8-15, 286 lb down and 57 lb up at 30-8-15, 286 lb down and 55 lb up at 32-8-15, and 286 lb down and 53 lb up at 34-8-15, and 317 lb down and 86 lb up at 36-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-11=-60, 11-12=-60, 13-22=-20 Concentrated Loads (lb) Vert: 17=-286(B) 14=-286(B) 27=-287(B) 28=-286(B) 29=-286(B) 30=-286(B) 31=-286(B) 32=-286(B) 33=-286(B) 34=-286(B) 35=-286(B) 36=-286(B) 37=-286(B) 38=-286(B) 39=-286(B) 40=-286(B) 41=-286(B) 42=-286(B) 43=-317(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss CGR Truss Type HIP Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I30947000 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FW?SK9RkZJi7lvlqgGJanE_FusmLBrnHmqIPdmyi1OS Scale = 1:81.1 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3x6 6x6 5x6 3x6 4x9 6x8 3x6 2x8 4x6 3x6 4x6 4x9 3x6 4x6 3x6 2x8 6x8 4x9 6-8-9 6-8-9 13-1-11 6-5-1 17-6-12 4-5-1 24-5-4 6-10-8 28-10-5 4-5-1 35-3-7 6-5-1 42-0-0 6-8-9 -0-11-4 0-11-4 6-8-9 6-8-9 13-1-11 6-5-1 19-6-12 6-5-1 22-5-4 2-10-8 28-10-5 6-5-1 35-3-7 6-5-1 42-0-0 6-8-9 42-11-4 0-11-4 0-9-1212-0-312-2-110-9-1212-0-37.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [11:Edge,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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.17 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.02 (loc) 19-20 19-20 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 581 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 5-17,6-17,6-16,7-16,8-16: 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-16. WEBS 1 Row at midpt 6-16 REACTIONS.(lb/size)2=1964/0-3-8, 16=6065/0-3-8, 11=953/0-3-8 Max Horz 2=1(LC 7) Max Uplift 2=-304(LC 6), 16=-1549(LC 6), 11=-47(LC 6) Max Grav 2=2142(LC 18), 16=6913(LC 18), 11=1031(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3161/469, 3-5=-1722/392, 5-6=-622/379, 6-7=-24/1247, 7-8=-125/1824, 8-10=-133/791, 10-11=-1150/6 BOT CHORD 2-20=-306/2572, 19-20=-306/2572, 17-19=-139/1363, 16-17=-279/104, 14-16=-584/282, 13-14=0/876, 11-13=0/876 WEBS 3-20=-60/1183, 3-19=-1450/200, 5-19=-110/1635, 5-17=-2061/242, 6-17=-726/2665, 6-16=-2949/662, 7-16=-1235/130, 8-16=-1953/217, 8-14=-71/1477, 10-14=-1619/239, 10-13=-75/1239 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: 2x8 - 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) 11 except (jt=lb) 2=304, 16=1549. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CGR Truss Type HIP Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I30947000 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:25 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FW?SK9RkZJi7lvlqgGJanE_FusmLBrnHmqIPdmyi1OS NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 36 lb up at 3-0-12, 285 lb down and 45 lb up at 5-0-12, 285 lb down and 47 lb up at 7-0-12, 285 lb down and 48 lb up at 9-0-12, 285 lb down and 50 lb up at 11-0-12, 285 lb down and 52 lb up at 13-0-12, 285 lb down and 54 lb up at 15-0-12, 285 lb down and 198 lb up at 17-0-12, 285 lb down and 241 lb up at 19-0-12, 285 lb down and 241 lb up at 21-0-12, 285 lb down and 241 lb up at 23-0-12, 285 lb down and 198 lb up at 24-11-4, 285 lb down and 54 lb up at 26-11-4, 285 lb down and 52 lb up at 28-11-4, 285 lb down and 50 lb up at 30-11-4, 285 lb down and 48 lb up at 32-11-4, 285 lb down and 47 lb up at 34-11-4, and 285 lb down and 45 lb up at 36-11-4, and 335 lb down and 36 lb up at 38-11-4 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: 1-6=-60, 6-7=-60, 7-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 19=-285(F) 14=-285(F) 27=-335(F) 28=-285(F) 29=-285(F) 30=-285(F) 31=-285(F) 32=-285(F) 33=-285(F) 34=-285(F) 35=-285(F) 36=-285(F) 37=-285(F) 38=-285(F) 39=-285(F) 40=-285(F) 41=-285(F) 42=-285(F) 43=-335(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss CH Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947001 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jiZqYVSMKcq_N3K0DzqpKRXWrG46wNWR?U1y9Dyi1OR Scale = 1:61.4 1 2 3 4 5 8 7 6 4x6 3x4 3x8 4x6 2x4 3x4 2x4 5-11-4 5-11-4 8-1-8 2-2-4 -1-3-4 1-3-4 3-1-6 3-1-6 5-11-4 2-9-14 8-0-0 2-0-12 8-1-8 0-1-8 2-7-010-6-010-2-80-3-810-6-016.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0] 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 0.24 0.26 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 7-8 7-8 6 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,2-8,3-8: 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. WEBS 1 Row at midpt 5-6, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=406/0-3-8, 6=306/Mechanical Max Horz 8=435(LC 4) Max Uplift 6=-301(LC 4) Max Grav 8=406(LC 1), 6=456(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-73/348, 5-6=-467/288, 2-8=-207/357 WEBS 3-7=-257/295, 5-7=-263/416, 3-8=-528/37 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 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) except (jt=lb) 6=301. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CH1 Truss Type MONO HIP Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I30947002 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jiZqYVSMKcq_N3K0DzqpKRXWrG46wNWR?U1y9Dyi1OR Scale = 1:61.4 1 2 3 4 5 8 7 6 4x6 3x4 3x8 4x6 2x4 3x4 2x4 5-11-4 5-11-4 8-1-8 2-2-4 -1-3-4 1-3-4 3-1-6 3-1-6 5-11-4 2-9-14 8-0-0 2-0-12 8-1-8 0-1-8 2-7-010-6-010-2-80-3-810-6-016.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0] 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 0.24 0.26 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 7-8 7-8 6 l/defl >999 >854 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,2-8,3-8: 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. WEBS 1 Row at midpt 5-6, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=406/0-3-8, 6=306/Mechanical Max Horz 8=435(LC 4) Max Uplift 6=-301(LC 4) Max Grav 8=406(LC 1), 6=456(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-73/348, 5-6=-467/288, 2-8=-207/357 WEBS 3-7=-257/295, 5-7=-263/416, 3-8=-528/37 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 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) except (jt=lb) 6=301. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CH2 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947003 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Bu7ClrT_5wyr?DvCngL2sf3ZagPLft4aE8nVhfyi1OQ Scale = 1:61.4 1 2 3 4 5 8 7 6 4x6 3x4 3x8 4x6 2x4 3x4 2x4 5-11-4 5-11-4 8-1-8 2-2-4 -1-3-4 1-3-4 3-1-6 3-1-6 5-11-4 2-9-14 8-0-0 2-0-12 8-1-8 0-1-8 2-7-010-6-010-2-80-3-810-6-016.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0] 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 0.75 0.26 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 7-8 7-8 6 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6: 2x4 SPF-S 1650F 1.6E, 4-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=406/0-3-8, 6=306/Mechanical Max Horz 8=134(LC 4) Max Uplift 8=-47(LC 4), 6=-105(LC 4) Max Grav 8=408(LC 8), 6=321(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-73/349, 3-4=-281/181, 5-6=-333/94, 2-8=-207/358 WEBS 5-7=-68/282, 3-8=-312/0 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) 8 except (jt=lb) 6=105. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CH3 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947004 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Bu7ClrT_5wyr?DvCngL2sf3ZagPLft4aE8nVhfyi1OQ Scale = 1:61.4 1 2 3 4 5 8 7 6 4x6 3x4 3x8 4x6 2x4 3x4 2x4 5-11-4 5-11-4 8-1-8 2-2-4 -1-3-4 1-3-4 3-1-6 3-1-6 5-11-4 2-9-14 8-0-0 2-0-12 8-1-8 0-1-8 2-7-010-6-010-2-80-3-810-6-016.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0] 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 0.75 0.26 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 7-8 7-8 6 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6: 2x4 SPF-S 1650F 1.6E, 4-7,5-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=406/0-3-8, 6=306/Mechanical Max Horz 8=134(LC 4) Max Uplift 8=-47(LC 4), 6=-105(LC 4) Max Grav 8=408(LC 8), 6=321(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-73/349, 3-4=-281/181, 5-6=-333/94, 2-8=-207/358 WEBS 5-7=-68/282, 3-8=-312/0 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) 8 except (jt=lb) 6=105. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CI Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947005 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-g4hayBUcsE4icNTPLOsHPsckS4h4OMEkSoW3E5yi1OP Scale = 1:61.8 1 2 3 4 56 11 10 9 8 7 5x9 4x6 4x6 2x4 3x6 3x8 3x4 2x4 6x10 3x8 5-4-15 5-4-15 15-2-9 9-9-11 20-11-8 5-8-15 5-4-15 5-4-15 10-3-12 4-10-13 15-2-9 4-10-13 20-11-8 5-8-15 21-10-12 0-11-4 3-3-710-6-02-10-210-6-016.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-3], [2:0-3-2,0-2-0], [4:0-3-2,0-2-0], [5:Edge,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.55 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.01 (loc) 8-10 8-10 7 l/defl >999 >597 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-11,1-10,5-7,5-8: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 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=825/0-3-8, 7=893/0-3-8 Max Horz 11=-64(LC 4) Max Uplift 11=-63(LC 4), 7=-86(LC 4) Max Grav 11=849(LC 8), 7=895(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-729/142, 2-3=-440/170, 3-4=-450/175, 4-5=-760/154, 1-11=-816/81, 5-7=-855/106 BOT CHORD 8-10=0/420 WEBS 2-10=0/255, 4-8=-2/269, 1-10=0/362, 5-8=0/337 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CJGR Truss Type HIP Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I30947006 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-g4hayBUcsE4icNTPLOsHPscs54lGOKBkSoW3E5yi1OP Scale = 1:59.2 1 2 3 4 5 67 14 13 12 11 10 9 81516171819202122 3x6 8x8 8x8 2x4 4x6 3x4 3x8 2x4 3x4 3x6 3x4 2x4 3x6 5-4-15 5-4-15 10-3-12 4-10-13 15-2-9 4-10-13 17-11-5 2-8-11 20-11-8 3-0-3 5-4-15 5-4-15 10-3-12 4-10-13 15-2-9 4-10-13 17-11-5 2-8-11 20-11-8 3-0-3 21-10-12 0-11-4 3-3-710-6-02-10-210-6-016.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [4:0-2-13,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 0.26 0.28 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.01 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 484 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 *Except* 2-13,2-11,3-11,4-11,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS.(lb/size)14=3600/0-3-8, 8=3548/0-3-8 Max Horz 14=-64(LC 4) Max Uplift 14=-209(LC 4), 8=-733(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2324/287, 2-3=-1723/307, 3-4=-1723/307, 4-5=-2554/487, 5-6=-2580/611, 1-14=-2610/246, 6-8=-3486/722 BOT CHORD 11-13=0/1322, 10-11=-43/1508, 9-10=-170/1499 WEBS 2-13=-30/628, 2-11=-114/913, 3-11=-284/98, 4-11=0/489, 4-10=-376/1323, 5-10=-328/439, 5-9=-545/302, 1-13=0/1421, 6-9=-276/1980 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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 12.0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=209, 8=733. 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) 513 lb down at 0-1-12, 603 lb down and 23 lb up at 2-0-4, 432 lb down and 24 lb up at 4-0-4, 354 lb down and 37 lb up at 6-0-4, 261 lb down and 47 lb up at 8-0-4, 281 lb down and 3 lb up at 8-8-12, 281 lb down and 3 lb up at 10-0-4, 342 lb down and 14 lb up at 12-0-4, 473 lb down and 0 lb up at 14-0-4, and 791 lb down and 6 lb up at 15-11-4, and 1258 lb down and 735 lb up at 17-11-4 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 MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CJGR Truss Type HIP Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I30947006 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:29 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8HFyAXUEdXCZEX2bv5NXx491rU5V7nRthSGcmYyi1OO LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 14=-513(F) 11=-281(F) 9=-1098(F) 15=-603(F) 16=-432(F) 17=-354(F) 18=-261(F) 19=-281(F) 20=-342(F) 21=-473(F) 22=-791(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss CL Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947007 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8HFyAXUEdXCZEX2bv5NXx49wrU?G7iSthSGcmYyi1OO Scale = 1:74.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 4x9 4x6 4x6 5x10 MT18HS 2x4 3x6 3x6 2x4 3x6 3x4 3x8 6x8 3x6 4x9 3x4 3x4 9-11-7 9-11-7 12-3-12 2-4-5 18-6-8 6-2-12 21-6-11 3-0-3 31-3-12 9-9-1 4-11-12 4-11-12 9-11-7 4-11-12 12-3-12 2-4-5 16-11-3 4-7-7 21-6-11 4-7-7 26-3-7 4-8-13 31-3-12 5-0-5 11-8-04-8-512-8-05-8-51-0-012-8-07.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [6:0-4-15,0-1-1], [14:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.68 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 0.02 (loc) 15-16 15-16 9 l/defl >901 >358 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 209 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,11-14,6-11,6-10,7-10,7-9: 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.): 1-3, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 4-13, 2-16, 3-15, 4-15, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=709/0-3-0, 9=463/Mechanical, 11=1310/0-3-8 Max Horz 16=-53(LC 6) Max Uplift 16=-57(LC 6), 9=-22(LC 6), 11=-109(LC 6) Max Grav 16=979(LC 17), 9=715(LC 17), 11=1560(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-420/155, 3-4=-534/163, 4-5=-569/128 BOT CHORD 15-16=-24/300, 14-15=0/350, 9-10=0/394 WEBS 4-14=-317/0, 2-16=-748/55, 2-15=0/304, 5-14=0/425, 5-11=-1120/63, 6-11=-657/76, 6-10=0/357, 7-10=-257/87, 7-9=-555/43 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) 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) 16, 9 except (jt=lb) 11=109. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CM Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947008 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cToLNtVtNrKQsgdnSpvmUHh1BtLOs951w6?AI_yi1ON Scale = 1:74.9 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 4x9 4x6 4x6 5x14 MT18HS 4x12 WB 4x6 3x6 3x6 2x4 3x6 3x4 3x8 3x4 6x8 3x4 2x4 3x8 9-11-7 9-11-7 12-3-12 2-4-5 16-11-13 4-8-1 20-6-8 3-6-11 24-0-1 3-5-9 31-3-12 7-3-11 5-1-8 5-1-8 9-11-7 4-10-0 12-3-12 2-4-5 16-11-13 4-8-1 24-0-1 7-0-3 31-3-12 7-3-11 11-8-07-4-512-8-08-4-51-0-012-8-07.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [5:0-5-15,0-1-4], [7:0-6-0,0-3-4], [8:Edge,0-3-8], [15:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.92 0.69 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 0.02 (loc) 16-17 16-17 9 l/defl >996 >396 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,13-15,5-13,6-10: 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 (2-2-0 max.): 1-3, 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-17, 8-9, 4-14, 2-17, 3-16, 4-16, 5-11, 6-11, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)17=761/0-3-0, 9=321/Mechanical, 11=1400/0-3-8 Max Horz 17=-42(LC 6) Max Uplift 17=-64(LC 6), 9=-21(LC 6), 11=-114(LC 6) Max Grav 17=1057(LC 17), 9=568(LC 17), 11=1790(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/161, 3-4=-590/173, 4-5=-628/136, 8-9=-310/65 BOT CHORD 16-17=0/339, 15-16=0/406 WEBS 2-17=-825/62, 2-16=0/347, 5-15=0/346, 5-11=-987/70, 6-11=-909/81, 6-10=0/276, 6-9=-255/12 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) 17, 9 except (jt=lb) 11=114. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CN Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947009 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4fMjbDWV89SHTqC_0WQ?1VEEtHhebapA9mljqQyi1OM Scale = 1:74.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 4x9 4x6 4x6 5x10 MT18HS 3x6 4x6 3x4 2x4 3x6 3x4 12x12 6x8 3x4 4x9 3x4 3x4 9-11-7 9-11-7 12-3-12 2-4-5 20-6-8 8-2-12 24-9-13 4-3-5 31-3-12 6-5-15 5-1-8 5-1-8 9-11-7 4-10-0 12-3-12 2-4-5 12-4-15 0-1-3 18-7-6 6-2-7 24-9-13 6-2-7 31-3-12 6-5-15 11-8-010-0-512-8-011-0-51-0-012-8-07.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-5-3,0-1-2], [14:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.69 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 0.02 (loc) 15-16 15-16 9 l/defl >994 >394 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 232 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-14: 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.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 8-9, 4-13, 2-16, 3-15, 4-15, 5-11, 7-11, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=755/0-3-0, 9=305/Mechanical, 11=1422/0-3-8 Max Horz 16=-31(LC 6) Max Uplift 16=-58(LC 6), 9=-11(LC 6), 11=-141(LC 6) Max Grav 16=1117(LC 17), 9=488(LC 17), 11=2152(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/156, 3-4=-621/167, 4-5=-507/132, 8-9=-426/68 BOT CHORD 15-16=-4/365, 14-15=0/467 WEBS 4-14=-552/72, 2-16=-891/56, 2-15=0/274, 5-14=-14/737, 5-11=-1345/145, 7-11=-730/86 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) 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) 16, 9 except (jt=lb) 11=141. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CO Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947010 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Ysw5oYX7vSa75_nAaExEZinOVh5BK3yJNQUGNtyi1OL Scale = 1:76.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 94x6 4x9 3x6 4x9 4x6 3x4 3x4 3x6 3x8 2x4 6x8 3x4 4x9 3x4 3x4 3x6 6-3-10 6-3-10 12-3-12 6-0-2 20-6-8 8-2-12 24-9-7 4-2-15 31-3-12 6-6-5 6-3-10 6-3-10 12-3-12 6-0-2 18-6-9 6-2-13 24-9-7 6-2-13 31-3-12 6-6-5 11-8-012-8-01-0-0Plate Offsets (X,Y)-- [9:Edge,0-3-8], [14:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.41 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.01 (loc) 12-13 12-13 9 l/defl >999 >821 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 3-14 WEBS 1 Row at midpt 1-16, 8-9, 2-15, 3-15, 5-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=754/0-3-0, 9=302/Mechanical, 12=1426/0-3-8 Max Horz 16=-24(LC 4) Max Uplift 16=-60(LC 4), 9=-17(LC 4), 12=-139(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-701/115, 1-2=-383/162, 2-3=-383/162, 3-5=-383/160, 8-9=-251/82 BOT CHORD 14-15=0/306, 3-14=-351/123 WEBS 1-15=-46/621, 2-15=-407/97, 5-14=-20/555, 5-12=-860/142, 6-12=-460/80 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9 except (jt=lb) 12=139. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CP Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947011 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Ysw5oYX7vSa75_nAaExEZinOVh5BK3yJNQUGNtyi1OL Scale = 1:76.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 94x6 4x9 3x6 4x9 4x6 3x4 3x4 3x6 3x8 2x4 6x8 3x4 4x9 3x4 3x4 3x6 6-3-10 6-3-10 12-3-12 6-0-2 20-6-8 8-2-12 24-9-7 4-2-15 31-3-12 6-6-5 6-3-10 6-3-10 12-3-12 6-0-2 18-6-9 6-2-13 24-9-7 6-2-13 31-3-12 6-6-5 11-8-012-8-01-0-0Plate Offsets (X,Y)-- [9:Edge,0-3-8], [14:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.87 0.41 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.01 (loc) 12-13 12-13 9 l/defl >999 >821 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 3-14 WEBS 1 Row at midpt 1-16, 8-9, 2-15, 3-15, 5-12, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=754/0-3-0, 9=302/Mechanical, 12=1426/0-3-8 Max Horz 16=-24(LC 4) Max Uplift 16=-60(LC 4), 9=-17(LC 4), 12=-139(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-701/115, 1-2=-383/162, 2-3=-383/162, 3-5=-383/160, 8-9=-251/82 BOT CHORD 14-15=0/306, 3-14=-351/123 WEBS 1-15=-46/621, 2-15=-407/97, 5-14=-20/555, 5-12=-860/142, 6-12=-460/80 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9 except (jt=lb) 12=139. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss CQ Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947012 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-02UT0uXlgmi_j8MM8xST6wJao5SW3UjTc4EqvJyi1OK Scale = 1:79.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 4x6 5x9 3x6 5x9 4x6 3x6 3x8 2x4 3x8 2x4 3x8 2x4 2x4 3x8 2x4 3x8 3x6 3x6 5-4-4 5-4-4 10-5-0 5-0-12 15-5-12 5-0-12 20-6-8 5-0-12 25-9-6 5-2-14 31-3-12 5-6-6 5-4-4 5-4-4 10-5-0 5-0-12 15-5-12 5-0-12 20-6-8 5-0-12 25-9-6 5-2-14 31-3-12 5-6-6 12-8-0Plate Offsets (X,Y)-- [10:Edge,0-3-8] 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 0.77 0.34 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.08 0.01 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-18,9-10: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-9, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-18, 9-10, 2-17, 3-17, 3-14, 5-14, 6-12, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)18=853/0-3-0, 10=497/Mechanical, 12=1131/0-3-8 Max Uplift 18=-76(LC 4), 10=-47(LC 4), 12=-93(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-807/139, 1-2=-378/177, 2-3=-378/177, 3-5=-398/181, 5-6=-398/181, 9-10=-450/109 BOT CHORD 15-17=0/381, 14-15=0/381 WEBS 1-17=-65/732, 2-17=-338/59, 5-14=-301/89, 6-14=-50/612, 6-12=-1018/164, 8-11=-349/65, 9-11=-33/339 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss D Truss Type COMMON Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947013 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UE2rDEYNR4qrKIxYhfzie7slJVipoyzcrkzNRlyi1OJ Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 3x6 5x6 3x6 3x8 4x6 4x6 3x6 4x6 3x4 3x4 2x4 4x6 3x4 3x4 2x4 3x8 4x6 4x6 3x6 8-11-2 8-11-2 17-6-12 8-7-10 24-5-4 6-10-8 33-0-14 8-7-10 42-0-0 8-11-2 -0-11-4 0-11-4 7-2-5 7-2-5 14-1-3 6-10-13 21-0-0 6-10-13 27-10-13 6-10-13 34-9-11 6-10-13 42-0-0 7-2-5 42-11-4 0-11-4 0-9-1213-0-120-9-127.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-1-13], [12:0-5-3,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.66 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.37 0.03 (loc) 2-19 2-19 12 l/defl >999 >800 n/a L/d 240 180 n/a PLATES MT20 Weight: 205 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-16,7-17: 2x4 SPF-S 1650F 1.6E, 10-14,4-19: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 4-2-3, Right 2x6 SPF No.2 4-2-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 8-16, 7-17, 6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=911/0-3-8, 16=1974/0-3-8, 12=587/0-3-8 Max Uplift 2=-98(LC 6), 16=-65(LC 6), 12=-87(LC 6) Max Grav 2=978(LC 12), 16=2150(LC 12), 12=635(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1280/143, 4-6=-1177/211, 6-7=-526/241, 7-8=0/427, 8-10=-549/192, 10-12=-666/123 BOT CHORD 2-19=-30/990, 17-19=0/595, 12-14=-14/488 WEBS 7-16=-1285/0, 8-16=-832/191, 8-14=-47/729, 10-14=-462/164, 7-17=-91/935, 6-17=-816/190, 6-19=-46/684, 4-19=-421/163 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) 2, 16, 12. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss E Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947014 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UE2rDEYNR4qrKIxYhfzie7stvVkfozrcrkzNRlyi1OJ Scale = 1:68.6 1 2 3 4 5 7 6 3x6 2x4 4x6 2x4 3x4 3x4 8-0-6 8-0-6 -0-11-4 0-11-4 4-0-3 4-0-3 7-10-14 3-10-11 8-0-6 0-1-8 1-6-312-2-1111-11-30-3-812-2-1116.00 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 0.30 0.54 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.00 (loc) 6-7 6-7 6 l/defl >493 >197 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 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 *Except* 5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=379/0-3-8, 6=305/Mechanical Max Horz 7=472(LC 4) Max Uplift 6=-356(LC 4) Max Grav 7=379(LC 1), 6=523(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-86/296, 2-7=-170/297 WEBS 3-6=-336/317, 3-7=-559/184 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 exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=356. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss E1 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947015 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-yRcEQaZ?CNyiySWlFMUxBLP1Uu60XTOm3OjwzByi1OI Scale = 1:66.7 1 2 3 4 5 8 7 6 4x6 3x4 3x4 4x6 2x8 3x6 3x6 6-10-15 6-10-15 8-0-6 1-1-7 -0-11-4 0-11-4 3-7-3 3-7-3 6-10-15 3-3-11 7-10-14 0-11-15 8-0-6 0-1-8 1-6-310-7-010-8-1210-3-80-3-810-7-016.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-0], [6:Edge,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 0.31 0.40 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.00 (loc) 7-8 7-8 6 l/defl >925 >330 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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* 5-6,4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=379/0-3-8, 6=305/Mechanical Max Horz 8=424(LC 4) Max Uplift 6=-294(LC 4) Max Grav 8=379(LC 1), 6=474(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/233, 2-8=-296/243 WEBS 3-7=-318/284, 3-8=-442/297 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 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) except (jt=lb) 6=294. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss E2 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947016 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-yRcEQaZ?CNyiySWlFMUxBLP1guABXSGm3OjwzByi1OI Scale = 1:68.2 1 2 3 4 5 8 7 6 3x6 2x4 2x4 3x6 3x4 3x6 3x4 4-0-2 4-0-2 8-0-6 4-0-4 -0-11-4 0-11-4 4-0-2 4-0-2 7-8-12 3-8-10 7-10-14 0-2-2 8-0-6 0-1-8 1-6-311-10-011-6-80-3-811-10-016.00 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 0.30 0.14 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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* 5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=379/0-3-8, 6=305/Mechanical Max Horz 8=472(LC 4) Max Uplift 6=-356(LC 4) Max Grav 8=379(LC 1), 6=523(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/98, 2-8=-349/8 BOT CHORD 7-8=-452/265 WEBS 3-6=-394/283, 2-7=-73/324 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=356. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss E3 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947017 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-RdAcewadzh4Zab5xp3?AkYxCQIWQGvSvI2SUWeyi1OH Scale = 1:68.3 1 2 3 4 5 8 7 6 3x6 2x4 2x4 3x6 3x4 3x6 3x4 4-0-7 4-0-7 8-0-6 3-11-15 -0-11-4 0-11-4 4-0-7 4-0-7 7-9-7 3-8-15 7-10-14 0-1-7 8-0-6 0-1-8 1-6-31-5-011-10-1211-6-80-3-811-10-016.00 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 0.30 0.14 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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* 5-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-8 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=379/0-3-8, 6=305/Mechanical Max Horz 8=472(LC 4) Max Uplift 6=-356(LC 4) Max Grav 8=379(LC 1), 6=523(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/99, 2-8=-349/9 BOT CHORD 7-8=-452/265 WEBS 3-6=-395/284, 2-7=-74/325 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 exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=356. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss E4 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947018 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-RdAcewadzh4Zab5xp3?AkYxCEISFGwevI2SUWeyi1OH Scale = 1:66.7 1 2 3 4 5 8 7 6 4x6 3x4 3x4 4x6 2x8 3x6 3x6 6-10-15 6-10-15 8-0-6 1-1-7 -0-11-4 0-11-4 3-7-3 3-7-3 6-10-15 3-3-11 7-10-14 0-11-15 8-0-6 0-1-8 1-6-310-7-010-8-1210-3-80-3-810-7-016.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-0], [6:Edge,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 0.31 0.40 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.28 0.00 (loc) 7-8 7-8 6 l/defl >925 >330 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 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* 5-6,4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=379/0-3-8, 6=305/Mechanical Max Horz 8=424(LC 4) Max Uplift 6=-294(LC 4) Max Grav 8=379(LC 1), 6=474(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/233, 2-8=-296/243 WEBS 3-7=-318/284, 3-8=-442/297 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 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) except (jt=lb) 6=294. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss F Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947019 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vpj_rGbGk?CQBlf7NnXPGmUO8it4?RZ3XiC124yi1OG Scale = 1:18.1 1 2 3 4 5 8 7 6 9 10 11 12 13 4x6 2x4 2x4 3x4 3x4 2x8 4x6 4-3-2 4-3-2 8-0-6 3-9-4 -0-11-4 0-11-4 0-9-7 0-9-7 4-3-2 3-5-12 7-10-14 3-7-12 8-0-6 0-1-8 1-6-32-5-02-6-121-11-80-5-82-5-016.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.11 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=398/0-3-8, 6=347/Mechanical Max Horz 8=72(LC 4) Max Uplift 8=-94(LC 4), 6=-67(LC 4) Max Grav 8=398(LC 1), 6=349(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/62, 3-4=-374/106, 2-8=-332/89 BOT CHORD 6-7=-45/373 WEBS 3-7=-62/328, 4-6=-404/82 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) -0-11-4 to 7-10-10; 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) 8, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 146 lb up at 0-9-7, 19 lb down and 63 lb up at 2-1-2, and 19 lb down and 63 lb up at 4-1-2, and 19 lb down and 63 lb up at 6-1-2 on top chord, and 8 lb down and 57 lb up at 0-9-7, 19 lb down and 2 lb up at 2-1-2, and 19 lb down and 2 lb up at 4-1-2, and 19 lb down and 2 lb up at 6-1-2 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, 3-5=-60, 6-8=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss F Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947019 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:37 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vpj_rGbGk?CQBlf7NnXPGmUO8it4?RZ3XiC124yi1OG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=29(F) 7=-9(F) 4=-19(F) 9=-19(F) 10=-19(F) 11=-4(F) 12=-9(F) 13=-9(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss G Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947020 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vpj_rGbGk?CQBlf7NnXPGmUFTiqi?S73XiC124yi1OG Scale = 1:56.4 1 2 3 4 7 6 5 4x9 2x4 2x4 4x6 3x6 3x4 6-0-7 6-0-7 8-0-6 1-11-15 -0-11-4 0-11-4 6-0-7 6-0-7 7-10-14 1-10-7 8-0-6 0-1-8 1-6-39-5-09-6-129-1-80-3-89-5-016.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.79 0.26 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 -0.00 (loc) 6-7 6-7 5 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 Weight: 63 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 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. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=379/0-3-8, 5=305/Mechanical Max Horz 7=113(LC 4) Max Uplift 7=-50(LC 4), 5=-89(LC 4) Max Grav 7=387(LC 8), 5=325(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-337/79 WEBS 3-5=-299/46 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss H Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947021 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-N0HM3cbuVILHpvEKwU2epz1NK6C4kvgCmMxbaWyi1OF Scale = 1:49.8 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 5-1-15 5-1-15 8-0-6 2-10-7 -0-11-4 0-11-4 5-1-15 5-1-15 7-10-14 2-8-15 8-0-6 0-1-8 1-6-38-3-08-4-127-11-80-3-88-3-016.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.98 0.19 0.10 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: 58 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 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. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=379/0-3-8, 5=305/Mechanical Max Horz 7=106(LC 4) Max Uplift 7=-59(LC 4), 5=-85(LC 4) Max Grav 7=384(LC 8), 5=318(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-341/85 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss HPGBL1 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947022 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-N0HM3cbuVILHpvEKwU2epz1X16CXkvRCmMxbaWyi1OF Scale: 1/4"=1’ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x6 3x6 3x4 5x6 18-10-13 18-10-13 28-3-15 9-5-2 28-3-15 28-3-15 6-10-86-10-88.75 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [18:0-3-0,0-0-0] 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 0.35 0.16 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 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 *Except* 26-29: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-14, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-3-15. (lb) - Max Horz 29=164(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 29, 18, 14, 28, 27, 25, 24, 23, 22, 21, 20, 19, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 29, 18, 14, 28, 27, 25, 24, 23, 22, 21, 20, 19, 17, 16 except 15=315(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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 18, 14, 28, 27, 25, 24, 23, 22, 21, 20, 19, 17, 16, 15. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14, 17, 16, 15. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss HPGBL2 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947023 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rCrkGycWGcT8R3pWUCZtLBZgpWVfTLDL_0h87zyi1OE Scale = 1:57.3 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 3x4 4x6 3x6 3x6 3x4 5x6 5-2-3 5-2-3 18-10-13 13-8-9 18-10-13 18-10-13 10-0-05-10-810-0-08.75 12 Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [18:0-3-0,0-0-0] 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 0.48 0.36 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 114 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 10-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 2-20,3-19,4-17: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-10, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-21, 2-20, 3-19, 4-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-10-13. (lb) - Max Horz 21=256(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 21, 18, 20, 17, 16, 15, 13, 12, 11 except 10=-100(LC 4) Max Grav All reactions 250 lb or less at joint(s) 21, 18, 10, 20, 19, 17, 16, 15, 13, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 10, 13, 12, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 18, 20, 17, 16, 15, 13, 12, 11 except (jt=lb) 10=100. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 17, 16, 15, 13, 12, 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss HPGBL3 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947024 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JOP7UId81wb?2DOi2v46uO6mRvlACoGVDgQhfPyi1OD Scale = 1:72.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 5x6 5x6 5x6 5x6 5x6 5x6 20-0-0 20-0-0 20-0-0 20-0-0 12-9-12Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [11:Edge,0-3-8], [12:Edge,0-3-8], [19:0-3-0,0-3-0] 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-R 0.81 0.66 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 199 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 19-22: 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-11, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-22, 11-12, 2-21, 3-20, 4-19, 5-18, 6-17, 7-16, 8-15, 9-14, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21, 19, 18, 17, 16, 15, 13 Max Grav All reactions 250 lb or less at joint(s) 22, 12, 21, 20, 19, 18, 17, 16, 15, 14, 13 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 19, 18, 17, 16, 15, 13. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss I Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947025 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JOP7UId81wb?2DOi2v46uO6o6vtJCmxVDgQhfPyi1OD Scale = 1:43.1 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 4-3-7 4-3-7 8-0-6 3-8-15 -0-11-4 0-11-4 4-3-7 4-3-7 7-10-14 3-7-7 8-0-6 0-1-8 1-6-37-1-07-2-126-9-80-3-87-1-016.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.70 0.14 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 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 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)7=379/0-3-8, 5=305/Mechanical Max Horz 7=99(LC 4) Max Uplift 7=-68(LC 4), 5=-82(LC 4) Max Grav 7=379(LC 8), 5=312(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/73, 2-7=-344/89 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss J Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947026 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nbzVhdemoDjsgNzvcdbLRce0LJDQxE7eSKAFBryi1OC Scale = 1:36.4 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 3-4-15 3-4-15 8-0-6 4-7-7 -0-11-4 0-11-4 3-4-15 3-4-15 7-10-14 4-5-15 8-0-6 0-1-8 1-6-35-11-06-0-125-7-80-3-85-11-016.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.48 0.15 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 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 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)7=379/0-3-8, 5=305/Mechanical Max Horz 7=93(LC 4) Max Uplift 7=-77(LC 4), 5=-80(LC 4) Max Grav 7=379(LC 1), 5=306(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/84, 2-7=-355/90 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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss K Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947027 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nbzVhdemoDjsgNzvcdbLRce01JCOxEaeSKAFBryi1OC Scale = 1:30.3 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 2-6-7 2-6-7 8-0-6 5-5-15 -0-11-4 0-11-4 2-6-7 2-6-7 7-10-14 5-4-7 8-0-6 0-1-8 1-6-34-9-04-10-124-5-80-3-84-9-016.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.50 0.21 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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 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)7=379/0-3-8, 5=305/Mechanical Max Horz 7=86(LC 4) Max Uplift 7=-85(LC 4), 5=-78(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/94, 2-7=-372/88 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss L Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947028 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FnXtvzeOZXrjIXY59K6azpB8ljXOghyoh_vojHyi1OB Scale = 1:23.6 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 1-7-15 1-7-15 8-0-6 6-4-7 -0-11-4 0-11-4 1-7-15 1-7-15 7-10-14 6-2-15 8-0-6 0-1-8 1-6-33-7-03-8-123-3-80-3-83-7-016.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.69 0.29 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 5-6 5-6 5 l/defl >999 >820 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 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)7=379/0-3-8, 5=305/Mechanical Max Horz 7=79(LC 4) Max Uplift 7=-93(LC 4), 5=-76(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-267/99, 2-7=-405/76 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) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB1 Truss Type SPECIAL Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947029 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FnXtvzeOZXrjIXY59K6azpBHijaEgi7oh_vojHyi1OB Scale = 1:23.6 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-8-4 13-8-4 5-0-1 5-0-1 8-8-3 3-8-2 13-8-4 5-0-1 0-4-52-6-152-9-70-1-100-4-50-1-102-6-157.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,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-S 0.12 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 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.All bearings 11-11-15. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=368(LC 17), 12=340(LC 26), 10=340(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-255/71, 6-7=-255/71 WEBS 5-11=-283/60, 3-12=-268/63, 7-10=-268/63 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) Gable requires continuous bottom chord bearing. 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, 8, 11, 12, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB2 Truss Type SPECIAL Qty 8 Ply 1 PARKSIDE C Job Reference (optional) I30947030 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-ckKmyhiXN3T?OIQ2ytilgtu7skHWL_UXqFdZPVyi1O6 Scale = 1:25.6 1 2 3 4 5 6 7 10 9 8 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-8-4 13-8-4 6-10-2 6-10-2 13-8-4 6-10-2 0-4-53-10-40-1-100-4-50-1-107.00 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 0.16 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-11-15. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=278(LC 12), 10=342(LC 12), 8=342(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-278/104, 5-8=-278/104 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) 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) 2, 6, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB3 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947031 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-ckKmyhiXN3T?OIQ2ytilgtu9QkI_L_sXqFdZPVyi1O6 Scale = 1:17.0 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 2-2-4 2-2-40-6-12-9-70-1-100-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 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 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=32/1-8-8, 2=36/1-8-8, 6=74/1-8-8 Max Horz 2=16(LC 4) Max Uplift 2=-12(LC 5), 6=-85(LC 4) Max Grav 5=32(LC 1), 2=55(LC 4), 6=124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB4 Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I30947032 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4xu891j98Nbs0S?FWbD_D4RKA8eD4R6g3vM6xxyi1O5 Scale = 1:17.0 1 2 3 4 6 5 2x4 2x4 2x4 2x4 2x4 2-2-4 2-2-40-6-12-9-70-1-100-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 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 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=32/1-8-8, 2=36/1-8-8, 6=74/1-8-8 Max Horz 2=16(LC 4) Max Uplift 2=-12(LC 5), 6=-85(LC 4) Max Grav 5=32(LC 1), 2=55(LC 4), 6=124(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB5 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947033 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4xu891j98Nbs0S?FWbD_D4RKc8e94RMg3vM6xxyi1O5 Scale = 1:13.6 1 2 3 4 5 7 6 3x6 2x4 2x4 2x4 2x4 2x4 2-2-4 2-2-4 1-8-4 1-8-4 2-2-4 0-6-0 0-6-12-1-60-1-100-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-0], [4:0-2-13,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 0.03 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 8 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 2-2-4 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=35/1-8-8, 2=40/1-8-8, 7=67/1-8-8 Max Horz 2=13(LC 4) Max Uplift 7=-62(LC 4) Max Grav 6=35(LC 1), 2=40(LC 1), 7=102(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) 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) 7. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB6 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947034 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Y7SWNMknvhjjebaR4IkDlI_VKY_MpubqIZ6gTNyi1O4 Scale = 1:13.9 1 2 3 4 5 7 6 3x6 2x4 2x4 2x4 2x4 2x4 2-2-4 2-2-4 1-8-15 1-8-15 2-2-4 0-5-6 0-6-12-2-40-1-100-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-0], [4:0-2-13,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 0.03 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 8 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 2-2-4 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=35/1-8-8, 2=40/1-8-8, 7=67/1-8-8 Max Horz 2=14(LC 4) Max Uplift 7=-66(LC 4) Max Grav 6=35(LC 1), 2=41(LC 4), 7=106(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) 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) 7. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB7 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947035 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Y7SWNMknvhjjebaR4IkDlI_TFYy0puZqIZ6gTNyi1O4 Scale = 1:28.2 1 2 3 4 5 6 7 8 3x6 3x6 2x8 2x8 2x4 2x4 9-9-11 9-9-11 3-7-1 3-7-1 6-2-9 2-7-8 9-9-11 3-7-2 0-6-14-5-54-7-130-1-100-6-10-1-104-5-516.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-1-10], [3:0-4-0,0-1-8], [5:0-4-0,0-1-8], [6:0-8-0,0-1-10] 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 0.16 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=278/8-10-2, 6=278/8-10-2, 8=184/8-10-2 Max Uplift 2=-80(LC 4), 6=-80(LC 4) Max Grav 2=318(LC 8), 6=318(LC 8), 8=229(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/117, 5-6=-281/117 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB8 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947036 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0J0uailPg_raFl9dd0GSIVWYIxICYKazWDrD?qyi1O3 Scale = 1:42.9 12 3 4 5 6 4x6 2x4 2x4 2x4 9-9-11 9-9-11 4-10-13 4-10-13 9-9-11 4-10-14 0-6-16-4-130-1-100-6-10-1-1016.00 12 Plate Offsets (X,Y)-- [2:0-2-13,0-1-0], [3:Edge,0-1-13], [4:0-2-13,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.17 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.03 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=249/8-10-2, 4=249/8-10-2, 6=242/8-10-2 Max Uplift 2=-64(LC 4), 4=-64(LC 4) Max Grav 2=287(LC 8), 4=287(LC 8), 6=265(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB9 Truss Type GABLE Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I30947037 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0J0uailPg_raFl9dd0GSIVWe2xJZYK7zWDrD?qyi1O3 Scale = 1:27.6 1 2 3 4 8 7 6 9 5 2x4 2x4 4x6 2x4 2x4 2x4 2x4 9-11-7 9-11-7 2-5-13 2-5-13 9-11-7 7-5-10 2-9-54-2-114-4-50-0-40-1-20-1-107.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-0-0], [4:0-0-0,0-0-0] 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 0.16 0.08 0.07 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: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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 9-11-7. (lb) - Max Horz 8=-13(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 5, 4 except 7=258(LC 1), 6=370(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-295/117 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 5, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5, 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB10 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947038 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jz5F6Jf0Krzavg7Hj2dpW1kP17wjP9xxvdfMGkyi1OA Scale = 1:59.1 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 2019 18 17 16 15 14 1325 2x4 2x4 5x6 4x6 3x6 3x8 3x6 2x4 2x4 2x4 3x8 3x8 3x8 3x8 3x8 3x8 3x6 31-3-12 31-3-12 2-5-13 2-5-13 7-10-2 5-4-5 31-3-12 23-5-10 2-9-54-2-110-10-114-4-50-1-100-10-110-1-107.00 12 Plate Offsets (X,Y)-- [4:0-3-0,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-R 0.27 0.09 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 90 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-7,7-12: 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.): 4-12. 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 31-3-12. (lb) - Max Horz 24=-8(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 24, 22, 21, 19, 17, 16, 15, 14 except 13=-164(LC 17) Max Grav All reactions 250 lb or less at joint(s) 24, 13 except 23=318(LC 18), 22=499(LC 26), 21=492(LC 17), 19=511(LC 17), 17=508(LC 17), 16=505(LC 17), 15=520(LC 17), 14=496(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-22=-417/100, 5-21=-413/69, 6-19=-431/77, 8-17=-428/76, 9-16=-426/76, 10-15=-438/77, 11-14=-421/88 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 4-0-0 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) 24, 22, 21, 19, 17, 16, 15, 14 except (jt=lb) 13=164. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB11 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947039 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-gMC0X?hHrSDH9_HgrSgHbSplTwc9t2uENx8SKcyi1O8 Scale = 1:54.5 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 5x6 4x6 3x6 3x6 3x6 3x6 31-3-12 31-3-12 2-5-13 2-5-13 3-3-4 0-9-7 31-3-12 28-0-8 2-9-54-2-113-6-114-4-50-1-103-6-110-1-107.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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-R 0.28 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,2-3: 2x6 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.): 3-13. 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 31-3-12. (lb) - Max Horz 25=3(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 19, 21, 22, 23, 18, 16, 15, 24 Max Grav All reactions 250 lb or less at joint(s) 25, 14, 24 except 19=405(LC 17), 21=519(LC 17), 22=522(LC 17), 23=401(LC 17), 18=430(LC 17), 16=521(LC 17), 15=517(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-19=-325/76, 6-21=-439/75, 5-22=-440/78, 4-23=-337/76, 9-18=-350/76, 10-16=-441/77, 12-15=-435/72 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) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 19, 21, 22, 23, 18, 16, 15, 24. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB12 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947040 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:45 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-gMC0X?hHrSDH9_HgrSgHbSpnUwcBt44ENx8SKcyi1O8 Scale = 1:53.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 3x6 3x6 3x6 3x6 31-3-12 31-3-12 31-3-12 31-3-12 1-8-01-9-100-1-101-8-00-1-10LOADING (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 0.15 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 83 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 2-0-0 oc purlins (6-0-0 max.): 1-11, 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 31-3-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 22, 12, 17, 19, 20, 21, 16, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 22, 12 except 17=320(LC 1), 19=320(LC 1), 20=320(LC 1), 21=324(LC 1), 16=320(LC 1), 14=320(LC 1), 13=324(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 4-0-0 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) 22, 12, 17, 19, 20, 21, 16, 14, 13. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB14 Truss Type SPECIAL Qty 5 Ply 1 PARKSIDE C Job Reference (optional) I30947041 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8YmOkLivcmL8m8rsOABW8fMzqKy5cXVNbbt0s3yi1O7 Scale = 1:19.6 1 2 3 4 6 5 7 2x4 2x4 2x4 2x4 2x4 5-9-2 5-9-20-4-53-2-110-1-100-1-107.00 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 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=88/4-10-15, 2=87/4-10-15, 6=237/4-10-15 Max Horz 2=19(LC 6) Max Uplift 2=-6(LC 6), 6=-59(LC 6) Max Grav 5=97(LC 9), 2=87(LC 1), 6=289(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) 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) 2, 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss PB15 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947042 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8YmOkLivcmL8m8rsOABW8fMz4Ky8cXJNbbt0s3yi1O7 Scale = 1:15.1 1 2 3 4 5 7 6 8 3x6 2x4 2x4 2x4 2x4 2x4 5-9-2 5-9-2 4-2-8 4-2-8 5-9-2 1-6-10 0-4-52-1-52-3-130-1-102-1-50-1-107.00 12 Plate Offsets (X,Y)-- [4:0-3-0,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-S 0.09 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 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=97/4-10-15, 2=99/4-10-15, 7=215/4-10-15 Max Horz 2=15(LC 6) Max Uplift 6=-23(LC 6), 2=-23(LC 6), 7=-38(LC 6) Max Grav 6=141(LC 14), 2=165(LC 15), 7=320(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-257/71 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) 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) Gable requires continuous bottom chord bearing. 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) 6, 2, 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss Q Truss Type JACK Qty 8 Ply 1 PARKSIDE C Job Reference (optional) I30947043 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UWaHn2l2RIzRtvkqBjnhrj3mHLemHoQ6ltbnYGyi1O2 Scale = 1:15.8 1 2 3 6 4 5 3x8 4x6 3-0-0 3-0-0 -0-11-4 0-11-4 3-0-0 3-0-0 0-9-122-6-122-0-112-6-127.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 2-5 2-5 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 1-9-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=76/Mechanical, 2=181/0-3-8, 5=29/Mechanical Max Horz 2=75(LC 6) Max Uplift 4=-52(LC 6), 2=-25(LC 6) Max Grav 4=110(LC 12), 2=181(LC 9), 5=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) 4, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss RGR Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947044 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UWaHn2l2RIzRtvkqBjnhrj3ekLgKHor6ltbnYGyi1O2 Scale = 1:15.8 1 2 5 4 6 3 2x4 3x6 3x4 1-9-8 1-9-8 -2-5-7 2-5-7 1-9-8 1-9-8 1-6-152-6-62-0-92-6-66.41 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.80 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 1-9-8 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=347/0-8-12, 3=-77/Mechanical, 4=16/Mechanical Max Horz 5=54(LC 6) Max Uplift 5=-138(LC 6), 3=-193(LC 8), 4=-52(LC 6) Max Grav 5=502(LC 8), 3=80(LC 6), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-486/148 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=138, 3=193. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss S Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I30947045 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-zi7f?OmgCc5IV3J0lRIwNwcsTlq80BiG_XKK4iyi1O1 Scale = 1:65.2 1 2 3 4 5 6 9 8 7 10 11 123x6 4x9 4x6 3x4 3x6 3x4 2x4 3x4 3x6 9-6-5 9-6-5 18-10-8 9-4-3 -0-11-4 0-11-4 6-6-2 6-6-2 12-6-9 6-0-7 18-10-8 6-3-15 0-4-411-4-67-2-611-4-67.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [6:0-5-8,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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.78 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.34 (loc) 2-9 2-9 11 l/defl >999 >466 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 No.2 *Except* 3-9,5-9: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=810/0-3-8, 11=718/0-3-8 Max Horz 2=144(LC 6) Max Uplift 2=-24(LC 6), 11=-94(LC 6) Max Grav 2=836(LC 9), 11=873(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1101/3, 3-5=-881/18, 7-10=-46/670, 6-10=-46/670 BOT CHORD 2-9=-55/928, 7-9=0/493 WEBS 3-9=-425/149, 5-9=-3/602, 5-7=-772/129, 6-11=-877/95 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 11 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) 2, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss T Truss Type Monopitch Qty 7 Ply 1 PARKSIDE C Job Reference (optional) I30947046 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-zi7f?OmgCc5IV3J0lRIwNwcrMlul0BoG_XKK4iyi1O1 Scale = 1:69.3 1 2 3 4 5 12 11 10 9 8 7 6 13 14 15 6x12 4x6 4x9 2x4 4x9 5x6 3x6 2x4 2x4 2x4 6x8 5x9 3x6 2-5-8 2-5-8 9-6-8 7-1-0 16-7-8 7-1-0 18-10-8 2-3-0 -0-11-4 0-11-4 2-5-8 2-5-8 9-6-8 7-1-0 16-7-8 7-1-0 18-10-8 2-3-0 0-4-411-4-67-2-611-4-61-0-07.00 12 Plate Offsets (X,Y)-- [2:0-7-8,0-0-0], [2:0-1-5,0-2-6], [3:0-2-0,0-2-12], [8:0-2-4,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.55 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.30 0.25 (loc) 2-10 2-10 14 l/defl >999 >716 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12: 2x6 SPF No.2, 3-10,6-8: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7, 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=721/0-5-8, 14=691/0-3-8 Max Horz 1=121(LC 6) Max Uplift 14=-97(LC 6) Max Grav 1=758(LC 12), 14=827(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-482/0, 2-3=-1026/0, 3-4=-367/18, 4-5=-378/64 BOT CHORD 2-10=-6/882, 8-10=-2/887 WEBS 4-8=-556/70, 3-10=0/344, 3-8=-914/126, 5-8=-96/1040, 5-14=-829/98 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 1, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss T01 Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947047 8.030 s Aug 11 2017 MiTek Industries, Inc. Tue Sep 05 08:36:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-2AIali0p80dvqbQ3u1X4jc8E2NuRJIapwhMVkJygkOl Scale = 1:31.5 1 2 3 4 5 6 7 8 9 10 11 13 12 17 181415161920 7x12 3x4 6x8 4x6 4x6 4x6 6x8 7x12 7-0-0 3-6-8 5-0-0 5-0-0 -1-0-0 1-0-0 0-3-12 0-3-12 1-10-8 1-6-12 2-6-0 0-7-8 3-1-8 0-7-8 4-8-4 1-6-12 5-0-0 0-3-12 6-0-0 1-0-0 5-4-05-5-95-9-85-9-135-4-05.00 12 2.50 12 0.50 12 Plate Offsets (X,Y)-- [2:0-0-6,0-1-14], [2:0-2-1,0-3-0], [9:0-2-1,0-3-0], [10:0-0-6,0-1-14], [13:Edge,0-3-8] 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 0.19 0.11 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)13=265/5-0-0 (min. 0-1-8), 12=245/5-0-0 (min. 0-1-8) Max Horz 13=4(LC 6) Max Uplift 13=-100(LC 6), 12=-94(LC 6) Max Grav 13=269(LC 9), 12=250(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-0-0 to 6-0-0; 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 19.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 13 and 94 lb uplift at joint 12. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss T02 Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947048 8.030 s Aug 11 2017 MiTek Industries, Inc. Tue Sep 05 08:37:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-_N?dtqf2fIJNhl_FUf_VNnrHGk_QDHKc6Rhp5kygkNw Scale = 1:38.8 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 23 20 24 211718192527 222629 30 28 6x8 4x6 4x6 4x6 6x8 3-6-8 5-0-0 5-0-0 -1-0-0 1-0-0 0-3-12 0-3-12 1-10-8 1-6-12 2-6-0 0-7-8 3-1-8 0-7-8 4-8-4 1-6-12 5-0-0 0-3-12 6-0-0 1-0-0 6-9-86-11-17-3-07-3-56-9-85.00 12 2.50 12 0.50 12 Plate Offsets (X,Y)-- [2:0-0-6,0-1-14], [2:0-2-1,0-3-0], [9:0-2-1,0-3-0], [10:0-0-6,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.01 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 59 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17, 22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 5-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 16, 12, 15, 13 Max Grav All reactions 250 lb or less at joint(s) 16, 12, 14, 15, 13 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-0-0 to 6-0-0; 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 19.0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 12, 15, 13. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss U Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947049 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NHpndQpYVXUtMW2bQZrd?ZES0y?zDa9igVZ_h1yi1O_ Scale = 1:72.8 1 2 3 4 5 6 9 8 7 3x6 3x6 2x4 2x4 3x6 3x4 5x6 3x4 3-11-1 3-11-1 8-1-8 4-2-7 -1-3-4 1-3-4 3-11-1 3-11-1 7-6-11 3-7-9 8-0-0 0-5-5 8-1-8 0-1-8 2-7-012-6-312-7-1512-2-110-3-812-6-316.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [5:0-1-6,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.13 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 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* 6-7,3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)9=406/0-3-8, 7=306/0-1-8 Max Horz 9=506(LC 4) Max Uplift 7=-393(LC 4) Max Grav 9=406(LC 1), 7=532(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-374/25 BOT CHORD 8-9=-458/293 WEBS 3-7=-389/329, 2-8=-122/352 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 exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=393. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947050 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:55 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NHpndQpYVXUtMW2bQZrd?ZER?yxBDTcigVZ_h1yi1O_ Scale = 1:72.5 1 2 3 4 5 8 7 6 4x6 3x4 3x4 4x6 2x8 3x6 3x8 6-9-11 6-9-11 8-1-8 1-3-13 -1-3-4 1-3-4 3-6-9 3-6-9 6-9-11 3-3-1 8-0-0 1-2-5 8-1-8 0-1-8 2-7-011-6-311-7-1411-2-110-3-811-6-316.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-0], [6:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.43 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.31 0.00 (loc) 7-8 7-8 6 l/defl >747 >308 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 *Except* 5-6,4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=406/0-3-8, 6=306/Mechanical Max Horz 8=470(LC 4) Max Uplift 6=-345(LC 4) Max Grav 8=406(LC 1), 6=494(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-189/314, 2-8=-249/323 WEBS 3-7=-343/348, 3-8=-565/260 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 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) except (jt=lb) 6=345. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V1 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947051 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rTNArmpAGqckzgcn_GMsYmmb?MMey1vsv9IYCTyi1Nz Scale = 1:34.7 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x8 2x8 2x4 2x4 6x6 2x4 2x4 2x4 6x6 12-0-0 12-0-0 -1-3-4 1-3-4 2-0-0 2-0-0 10-0-0 8-0-0 12-0-0 2-0-0 13-3-4 1-3-4 3-3-15-8-95-11-13-3-15-8-916.00 12 Plate Offsets (X,Y)-- [3:0-4-2,Edge], [5:0-4-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.39 0.10 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.00 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 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 (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 10 except 12=-282(LC 4), 8=-282(LC 4) Max Grav All reactions 250 lb or less at joint(s) 12, 8, 11, 9 except 10=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-176/301, 2-3=-76/287, 5-6=-76/287, 6-8=-176/301 WEBS 4-10=-283/119 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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) 10 except (jt=lb) 12=282, 8=282. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V2 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947052 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rTNArmpAGqckzgcn_GMsYmmcpMMfy0Tsv9IYCTyi1Nz Scale = 1:43.1 1 2 3 4 5 6 10 9 8 7 2x4 2x8 2x4 2x8 2x4 6x6 2x4 6x6 12-0-0 12-0-0 -1-3-4 1-3-4 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 13-3-4 1-3-4 2-1-17-2-97-5-12-1-17-2-916.00 12 Plate Offsets (X,Y)-- [3:0-4-2,Edge], [4:0-4-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.33 0.10 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.03 0.00 (loc) 6 6 7 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 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.): 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.All bearings 12-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 10=-327(LC 4), 7=-327(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 10=351(LC 8), 7=351(LC 8), 8=288(LC 1), 9=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-316/350, 2-3=-241/340, 3-4=-181/267, 4-5=-241/340, 5-7=-316/350 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) 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 327 lb uplift at joint 10 and 327 lb uplift at joint 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V3 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947053 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JgxY26qo18kabqBzY_u54_JoWmishVH?7p25kwyi1Ny Scale = 1:57.9 1 2 3 4 5 6 7 12 11 10 9 8 3x10 4x6 3x10 2x4 2x4 2x4 2x4 2x4 12-0-0 12-0-0 -1-3-4 1-3-4 6-0-0 6-0-0 12-0-0 6-0-0 13-3-4 1-3-4 0-11-18-11-10-11-116.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-13], [6:0-5-8,0-1-8], [12:0-5-8,0-1-8] 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-R 0.27 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 7 6 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 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 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 12, 8 except 11=-251(LC 4), 9=-251(LC 4) Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=341(LC 1), 11=450(LC 8), 9=450(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-253/76, 3-11=-383/274, 5-9=-383/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) 12, 8 except (jt=lb) 11=251, 9=251. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V4 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947054 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JgxY26qo18kabqBzY_u54_Jp5miqhV1?7p25kwyi1Ny Scale = 1:49.4 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 11-7-9 11-7-9 5-9-13 5-9-13 11-7-9 5-9-13 7-9-116.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-7-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-248(LC 4), 6=-248(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=445(LC 7), 6=445(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-387/293, 4-6=-387/293 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=248, 6=248. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V5 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947055 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JgxY26qo18kabqBzY_u54_JjxmhVhUu?7p25kwyi1Ny Scale = 1:44.0 1 2 3 42x8 4x6 2x8 2x4 9-10-9 9-10-9 4-11-5 4-11-5 9-10-9 4-11-5 6-7-116.00 12 Plate Offsets (X,Y)-- [1:0-4-6,0-1-0], [3:0-4-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.19 0.13 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: 36 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=223/9-10-9, 3=223/9-10-9, 4=298/9-10-9 Max Uplift 1=-41(LC 4), 3=-41(LC 4), 4=-10(LC 4) Max Grav 1=250(LC 7), 3=250(LC 7), 4=334(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V6 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947056 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nsVwFRrRnSsRD_mA5hPKdBstGA2nQx58MTneGMyi1Nx Scale = 1:36.2 1 2 3 42x4 4x6 2x4 2x4 8-1-9 8-1-9 4-0-13 4-0-13 8-1-9 4-0-13 5-5-116.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.66 0.12 0.07 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: 29 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=194/8-1-9, 3=194/8-1-9, 4=216/8-1-9 Max Uplift 1=-57(LC 4), 3=-57(LC 4) Max Grav 1=228(LC 7), 3=228(LC 7), 4=229(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V7 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947057 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nsVwFRrRnSsRD_mA5hPKdBsyeA2hQye8MTneGMyi1Nx Scale = 1:29.1 1 2 3 42x4 4x6 2x4 2x4 6-4-9 6-4-9 3-2-5 3-2-5 6-4-9 3-2-5 4-3-116.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.38 0.13 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: 23 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=148/6-4-9, 3=148/6-4-9, 4=167/6-4-9 Max Uplift 1=-49(LC 4), 3=-49(LC 4) Max Grav 1=177(LC 7), 3=177(LC 7), 4=176(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V8 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947058 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-F23ITns3Yl_Iq8LMfPwZ9POAXaOw9P9Ib7XCpoyi1Nw Scale = 1:18.3 1 2 3 4 2x4 4x6 2x4 2x4 4-7-9 4-7-9 2-3-13 2-3-13 4-7-9 2-3-13 3-1-116.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 4-7-9 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)1=104/4-7-9, 3=104/4-7-9, 4=117/4-7-9 Max Uplift 1=-36(LC 4), 3=-36(LC 4) Max Grav 1=124(LC 7), 3=124(LC 7), 4=123(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss V9 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947059 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-F23ITns3Yl_Iq8LMfPwZ9POCSaNX9PPIb7XCpoyi1Nw Scale = 1:12.5 1 2 3 2x4 3x6 2x4 2-10-9 2-10-9 1-5-5 1-5-5 2-10-9 1-5-5 1-11-116.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.09 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: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 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)1=92/2-10-9, 3=92/2-10-9 Max Uplift 1=-16(LC 4), 3=-16(LC 4) Max Grav 1=105(LC 7), 3=105(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss W Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I30947060 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:10:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-F23ITns3Yl_Iq8LMfPwZ9PO4QaKt9NwIb7XCpoyi1Nw Scale = 1:33.6 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 2-3-11 2-3-11 8-1-8 5-9-13 -1-3-4 1-3-4 2-3-11 2-3-11 8-0-0 5-8-5 8-1-8 0-1-8 2-7-05-6-35-7-155-2-110-3-85-6-316.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.57 0.26 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 5-6 5-6 5 l/defl >999 >960 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 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 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)7=406/0-3-8, 5=306/0-1-8 Max Horz 7=105(LC 4) Max Uplift 7=-88(LC 4), 5=-89(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-417/80 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss X Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947061 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:11:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-kEcgg7shJ369SIwYD6RoicxItzjruqNRpnGlLFyi1Nv Scale = 1:21.3 1 2 3 4 5 8 7 6 9 10 11 12 13 4x6 2x4 2x4 3x4 3x4 2x8 4x6 4-3-2 4-3-2 8-1-8 3-10-6 -1-3-4 1-3-4 0-8-3 0-8-3 4-3-2 3-6-15 8-0-0 3-8-14 8-1-8 0-1-8 2-7-03-4-33-5-152-10-110-5-83-4-316.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.08 0.15 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: 45 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=358/0-3-8, 6=333/Mechanical Max Horz 8=92(LC 4) Max Uplift 8=-190(LC 4), 6=-118(LC 4) Max Grav 8=358(LC 1), 6=337(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-255/156, 2-8=-312/140 BOT CHORD 6-7=-68/254 WEBS 3-7=-81/290, 4-6=-311/140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 7-11-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 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) except (jt=lb) 8=190, 6=118. 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) 33 lb down and 206 lb up at 0-8-3, 13 lb down and 66 lb up at 2-2-4, and 13 lb down and 66 lb up at 4-2-4, and 13 lb down and 66 lb up at 6-2-4 on top chord, and 111 lb up at 0-8-3, 16 lb down and 23 lb up at 2-2-4, and 16 lb down and 23 lb up at 4-2-4, and 16 lb down and 23 lb up at 6-2-4 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss X Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947061 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:11:00 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-kEcgg7shJ369SIwYD6RoicxItzjruqNRpnGlLFyi1Nv LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 3=78(B) 7=-8(B) 4=-13(B) 9=-13(B) 10=-13(B) 11=6(B) 12=-8(B) 13=-8(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700709 Truss Y Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947062 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:11:00 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-kEcgg7shJ369SIwYD6RoicxIpzd2ujGRpnGlLFyi1Nv Scale = 1:71.4 1 2 3 4 5 8 7 6 4x6 3x4 3x4 4x6 2x8 3x6 6x8 6-8-3 6-8-3 8-1-8 1-5-5 -1-3-4 1-3-4 3-5-13 3-5-13 6-8-3 3-2-5 8-0-0 1-3-13 8-1-8 0-1-8 2-7-011-4-311-5-1511-0-110-3-811-4-316.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-0], [6:Edge,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 0.33 0.45 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.30 0.00 (loc) 7-8 7-8 6 l/defl >690 >309 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 *Except* 5-6,4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=406/0-3-8, 6=306/Mechanical Max Horz 8=465(LC 4) Max Uplift 6=-337(LC 4) Max Grav 8=406(LC 1), 6=488(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-185/313, 2-8=-245/321 WEBS 3-7=-342/347, 3-8=-557/250 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 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) except (jt=lb) 6=337. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 Job 1700709 Truss Z Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I30947063 8.030 s Aug 11 2017 MiTek Industries, Inc. Fri Sep 01 10:11:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-CRA3uTtJ4NE04RVlnpy1EqUKGN1dcIxb2R0Jthyi1Nu Scale = 1:60.8 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 5-9-11 5-9-11 8-1-8 2-3-13 -1-3-4 1-3-4 5-9-11 5-9-11 8-0-0 2-2-5 8-1-8 0-1-8 2-7-010-2-310-3-149-10-110-3-810-2-316.00 12 Plate Offsets (X,Y)-- [3:0-6-9,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.93 0.24 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 -0.00 (loc) 6-7 6-7 5 l/defl >999 >927 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=406/0-3-8, 5=306/Mechanical Max Horz 7=132(LC 4) Max Uplift 7=-50(LC 4), 5=-103(LC 4) Max Grav 7=407(LC 8), 5=321(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-359/78 WEBS 3-5=-273/64 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=103. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. September 5,2017 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekﬁ All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.