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Home My WebLink About18020027 Truss PlansRe: IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek’s customer’s file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 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. Komnick, Chad PARKSIDE C Pages or sheets covered by this seal: I26128800 thru I26128931 My license renewal date for the state of Indiana is July 31, 2016. 16-0308 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. March 2,2016 Job 16-0308 Truss A1 Truss Type SPECIAL Qty 7 Ply 1 PARKSIDE C Job Reference (optional) I26128800 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rRq0Gc?jr?9DmJf2IgWKw7WE6sbO6EMjw4ly1Rzf?w_ Scale = 1:85.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 3x6 4x6 3x4 4x9 5x6 5x6 4x9 2x4 3x8 3x6 3x4 2x4 3x4 7x12 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)-- [13:0-9-0,0-2-0], [15:0-2-0,0-2-0] 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) 0.49 0.29 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 0.05 (loc) 13-14 13-14 17 l/defl >999 >999 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-13: 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 end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)15=323/0-3-8, 13=1435/0-3-8, 17=250/0-3-8 Max Horz 15=437(LC 6) Max Uplift 13=-232(LC 6), 17=-63(LC 6) Max Grav 15=323(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=-397/119, 3-5=-336/899, 5-6=-232/829, 6-8=-520/0, 10-16=-48/378, 9-16=-48/378, 2-15=-396/131 BOT CHORD 14-15=-288/460, 13-14=-243/362, 10-11=-48/362 WEBS 3-14=-42/326, 3-13=-952/284, 5-13=-404/142, 6-13=-1113/132, 6-11=-17/336, 8-10=-483/83 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) 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 232 lb uplift at joint 13 and 63 lb uplift at joint 17. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss AA Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128801 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rRq0Gc?jr?9DmJf2IgWKw7WBEsdf6OZjw4ly1Rzf?w_ Scale = 1:54.0 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) 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 spacing of 20-0-0 oc. 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 60 lb uplift at joint 7 and 99 lb uplift at joint 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AB Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128802 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rRq0Gc?jr?9DmJf2IgWKw7W80sdq6Oljw4ly1Rzf?w_ Scale = 1:47.5 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) 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 spacing of 20-0-0 oc. 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 69 lb uplift at joint 7 and 95 lb uplift at joint 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AC Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128803 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JdOOTy?LcJH4NTEFsO1ZTL3NnGzIrp?s8kVVZuzf?vz Scale = 1:40.7 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) 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 79 lb uplift at joint 7 and 92 lb uplift at joint 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AD Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128804 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JdOOTy?LcJH4NTEFsO1ZTL3HHGyfrq6s8kVVZuzf?vz Scale = 1:61.8 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) 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 spacing of 20-0-0 oc. 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 48 lb uplift at joint 7 and 103 lb uplift at joint 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AE Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128805 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-npymgI0_NdPx?cpRQ5Yo?YbXHgI_aI_0NOE35Kzf?vy Scale = 1:55.0 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) 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 spacing of 20-0-0 oc. 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 58 lb uplift at joint 7 and 99 lb uplift at joint 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AF Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128806 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-npymgI0_NdPx?cpRQ5Yo?YbTtgIJaIC0NOE35Kzf?vy 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) 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 spacing of 20-0-0 oc. 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 68 lb uplift at joint 7 and 95 lb uplift at joint 5. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AG Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128807 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:10 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-F0V8ue1c7wXodmOdzp41Ym8mH4d3Jjj9c2_cdmzf?vx Scale = 1:57.2 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 910 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 3x4 3x4 3x4 3x4 6x6 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) 0.43 0.23 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 134 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* 14-19,13-20,15-18: 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.): 14-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-17, 14-19, 13-20, 15-18 spacing of 20-0-0 oc. 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, 19, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30, 18 Max Grav All reactions 250 lb or less at joint(s) 17, 2, 19, 20, 21, 22, 23, 24, 25, 26, 27, 29, 18 except 30=260(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) 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, 19, 20, 21, 22, 23, 24, 25, 26, 27, 29, 30, 18. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) 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. March 2,2016 Job 16-0308 Truss AH Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128808 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jC3W5_2EuEffEwyqXWbG5zgsUT_929dJqij99Czf?vw Scale = 1:41.7 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AI Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128809 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jC3W5_2EuEffEwyqXWbG5zguJTz12AKJqij99Czf?vw Scale = 1:34.9 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) 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/Mechanical 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AJ Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128810 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jC3W5_2EuEffEwyqXWbG5zgrATxf2AgJqij99Czf?vw Scale = 1:28.5 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AK Truss Type JACK Qty 8 Ply 1 PARKSIDE C Job Reference (optional) I26128811 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-BOdvJJ3sfYnWs4X05D6VdBD61tItnf8S3MTjifzf?vv 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) 0.35 0.27 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 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=-57(LC 6), 4=-11(LC 6) Max Grav 5=235(LC 8), 3=105(LC 12), 4=56(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss AL Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128812 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-BOdvJJ3sfYnWs4X05D6VdBD5DtEUndcS3MTjifzf?vv 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss AMGR Truss Type SPECIAL Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I26128813 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-faBHWf3UQrvNUE6CfxdkAOmI9Hf4W1nbI0CGE5zf?vu Scale = 1:56.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917181920 3x6 6x6 4x16 6x8 2x4 4x6 3x4 3x8 2x4 2x4 3x4 6x8 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 2-10-27-0-159-6-22-10-29-6-216.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-3-0], [5:0-2-13,Edge], [6:0-2-13,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) 0.26 0.21 0.36 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: 332 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=-1153/388, 5-6=-474/217, 6-7=-928/246, 1-16=-1275/393, 7-9=-1107/210 BOT CHORD 14-15=-22/561, 12-14=-22/926, 11-12=-21/929, 10-11=0/598 WEBS 2-15=-270/0, 2-14=-116/868, 3-14=-338/100, 4-11=-1431/414, 5-11=-398/1347, 5-10=-542/95, 6-10=-99/428, 1-15=-134/705, 7-10=0/508 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 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. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) StandardContinued 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. March 2,2016 Job 16-0308 Truss AMGR Truss Type SPECIAL Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I26128813 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:13 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-faBHWf3UQrvNUE6CfxdkAOmI9Hf4W1nbI0CGE5zf?vu 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 16-0308 Truss AN Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128814 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-faBHWf3UQrvNUE6CfxdkAOmA7HZ0W3RbI0CGE5zf?vu Scale = 1:66.3 1 2 3 4 5 6 7 12 11 10 9 8 4x6 6x6 6x6 4x6 2x4 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss AO Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128815 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:14 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8nlfk?46B91E5OhOCe8zicIOwhzwFLYlXgyqmXzf?vt Scale = 1:71.1 1 2 3 4 5 6 7 8 13 12 11 10 9 2x8 6x6 6x6 3x4 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss AP Truss Type MONO TRUSS Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I26128816 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:14 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8nlfk?46B91E5OhOCe8zicIMuh1DFYLlXgyqmXzf?vt 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss AQGR Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128817 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-czJ1xL5kyT95jXGbmMfCFprY15JO_09ulKhNI_zf?vs 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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, 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. March 2,2016 Job 16-0308 Truss AR Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128818 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-czJ1xL5kyT95jXGbmMfCFprf05NQ__mulKhNI_zf?vs Scale: 1/2"=1’ 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 2x8 3x4 3x6 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) 0.24 0.09 0.14 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: 30 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=112(LC 15), 7=199(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-66/313, 2-7=-181/402 WEBS 3-6=-260/34, 2-6=-298/355 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 109 lb down and 157 lb up at 1-0-0, and 109 lb down and 157 lb up at 1-4-12 on top chord, and 37 lb down and 292 lb up at 1-0-0, and 51 lb down and 198 lb up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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. March 2,2016 Job 16-0308 Truss AR Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128818 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:15 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-czJ1xL5kyT95jXGbmMfCFprf05NQ__mulKhNI_zf?vs LOAD CASE(S) Standard 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. Job 16-0308 Truss AS Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128819 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-czJ1xL5kyT95jXGbmMfCFprfm5OM_?hulKhNI_zf?vs Scale = 1:26.3 1 2 3 4 7 6 5 5x6 2x4 3x4 2x4 3x4 3x6 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) 0.25 0.03 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 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)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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss AT Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128820 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:16 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-49tP9h6NjmHyLhrnK3BRo1OiZUaXjT72__RwrQzf?vr 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss AUGR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128821 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:16 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-49tP9h6NjmHyLhrnK3BRo1OmMUjpjSj2__RwrQzf?vr 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) 0.46 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 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 1-3-8 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss AVGR Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128822 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:17 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YMQoM16?U4PoyrQzunigKEw?Fu26SuBBDeAUNszf?vq Scale = 1:29.5 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 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. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. March 2,2016 Job 16-0308 Truss AVGR Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128822 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:17 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YMQoM16?U4PoyrQzunigKEw?Fu26SuBBDeAUNszf?vq LOAD CASE(S) Standard 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. Job 16-0308 Truss AW Truss Type MONO TRUSS Qty 4 Ply 1 PARKSIDE C Job Reference (optional) I26128823 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:17 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YMQoM16?U4PoyrQzunigKEw_?u35SvtBDeAUNszf?vq 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss AXGR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128824 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:17 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YMQoM16?U4PoyrQzunigKEwx6u3SSvLBDeAUNszf?vq 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) 0.46 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-13 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss AYGR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128825 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:18 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0Y_AZN7dFOXfa??ARUDvtST6rIPiBMbLRIw1vIzf?vp 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) 0.46 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-12 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss AZGR Truss Type SPECIAL Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I26128826 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:18 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0Y_AZN7dFOXfa??ARUDvtST5PIKLBAnLRIw1vIzf?vp Scale = 1:61.112345678 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 284x12 3x6 3x4 5x9 3x6 10x10 2x4 2x8 3x6 6x8 10x10 5x9 4x6 4x9 4x12 2x4 10x10 2-8-0 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 7-7-1410-5-142-10-0Plate Offsets (X,Y)-- [4:0-3-8,0-3-0], [10:0-5-0,0-6-4], [16:0-4-8,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.55 0.33 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.17 0.17 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 746 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E *Except* 16-17: 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 1-17,1-16,14-16,3-16: 2x4 SPF Stud/No.3 4-12,6-11,7-10: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9 spacing of 10-0-0 oc. REACTIONS.All bearings 2-8-0 except (jt=length) 9=0-3-8, 15=6-0-0, 14=6-0-0. (lb) - Max Horz 15=-71(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9 except 17=-606(LC 1), 17=-606(LC 1), 16=-121(LC 4) Max Grav All reactions 250 lb or less at joint(s) 17, 16 except 9=6992(LC 1), 15=754(LC 1), 14=19470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-8/2383, 1-2=-66/859, 2-3=-67/859, 3-4=-84/2504, 4-6=-678/208, 6-7=-2163/152, 7-8=-2163/152, 8-9=-5368/133 BOT CHORD 13-14=-4/754, 11-12=0/2344, 10-11=0/2344 WEBS 15-16=-682/0, 12-13=0/5533, 4-13=0/7283, 1-16=-2595/0, 14-16=-2716/0, 3-16=-37/3565, 3-14=-3455/0, 4-14=-8170/0, 6-11=0/4270, 6-10=-477/60, 7-10=-259/45, 8-10=-75/5674, 6-12=-4391/0 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: 2x8 - 2 rows staggered at 0-7-0 oc, 2x10 - 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) 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 except (jt=lb) 17=606, 16=121. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss AZGR Truss Type SPECIAL Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I26128826 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:19 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UkYYnj8F0hgWC9aM?Ck8Pf0G9igawd1UgxfaRlzf?vo NOTES- 10) 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. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 16-17=-20, 13-15=-20, 9-12=-20 Concentrated Loads (lb) Vert: 17=-946 13=-1942 18=-3387(B=-904) 19=-2190(B=-986) 20=-2247(B=-1044) 21=-1930(B=-726) 22=-739(B) 23=-2101 24=-2288 25=-1977 26=-2061 27=-2076 28=-1165 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 16-0308 Truss B Truss Type SPECIAL Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128827 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:19 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UkYYnj8F0hgWC9aM?Ck8Pf0Hfih7wfxUgxfaRlzf?vo Scale = 1:82.1 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 3x4 2x4 3x4 8x8 3x4 3x4 5x6 6x8 5x6 3x6 2x4 3x8 3x6 3x4 2x4 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)-- [2:0-5-13,0-3-6], [14:0-4-8,0-1-8] 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) 0.45 0.30 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.06 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 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* 7-14: 2x4 SPF No.2 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 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 7-14 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=322/0-4-8, 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=522(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=-492/40, 4-6=-197/738, 6-7=-93/665, 7-8=-605/53 BOT CHORD 2-15=-316/588, 14-15=-266/471, 11-12=-10/442 WEBS 4-15=-56/368, 4-14=-984/281, 6-14=-410/140, 7-14=-1092/90, 7-12=0/360, 8-11=-570/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss BA Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128828 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:20 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-yx6w_29tn?oNpJ8YZvFNysYMj6vNfAEdvbP8_Bzf?vn Scale = 1:67.9 12 3 4 5 6 7 8 12 11 10 9 13 14 3x4 4x6 4x6 3x10 4x6 4x6 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss BB Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I26128829 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:21 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Q7gICOAVYJwERSjl6cmcV45VoVGZOWOn8F8hWdzf?vm Scale = 1:69.1 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 3x8 10x20 MT18HS 7x12 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 0-9-1212-0-01-6-00-6-00-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-1-13], [8:0-6-0,0-1-12], [9:Edge,0-3-8], [12:0-11-12,Edge], [18:0-5-4,0-0-0] 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) 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 >588 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 0% GRIP 197/144 197/144 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* 9-10,8-13,8-11,8-10: 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, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 7-13 WEBS 1 Row at midpt 9-10, 8-10 spacing of 18-0-0 oc. 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=-4506/231, 5-7=-1620/138, 7-8=-1403/248, 9-10=-289/78 BOT CHORD 2-18=-62/1309, 4-17=-1506/129, 16-17=-178/2389, 15-16=-24/2064, 14-15=-24/2064, 13-14=0/1324, 7-13=-1937/123, 10-11=0/496 WEBS 4-16=0/2037, 5-16=-123/2260, 5-14=-1064/110, 7-14=0/1471, 11-13=0/515, 8-13=-152/1374, 8-10=-1141/66, 5-15=0/259 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. March 2,2016 Job 16-0308 Truss BC Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128830 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:21 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Q7gICOAVYJwERSjl6cmcV45VoVGZOWOn8F8hWdzf?vm Scale = 1:69.1 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 3x8 10x20 MT18HS 7x12 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 0-9-1212-0-01-6-00-6-00-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-1-13], [8:0-6-0,0-1-12], [9:Edge,0-3-8], [12:0-11-12,Edge], [18:0-5-4,0-0-0] 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) 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 >588 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 167 lb FT = 0% GRIP 197/144 197/144 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* 9-10,8-13,8-11,8-10: 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, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 7-13 WEBS 1 Row at midpt 9-10, 8-10 spacing of 18-0-0 oc. 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=-4506/231, 5-7=-1620/138, 7-8=-1403/248, 9-10=-289/78 BOT CHORD 2-18=-62/1309, 4-17=-1506/129, 16-17=-178/2389, 15-16=-24/2064, 14-15=-24/2064, 13-14=0/1324, 7-13=-1937/123, 10-11=0/496 WEBS 4-16=0/2037, 5-16=-123/2260, 5-14=-1064/110, 7-14=0/1471, 11-13=0/515, 8-13=-152/1374, 8-10=-1141/66, 5-15=0/259 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. March 2,2016 Job 16-0308 Truss BD Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128831 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:22 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vJEhPkA7Jc253cIxgKHr1HehxvbR7_twMvuF24zf?vl Scale = 1:80.0 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 3x6 6x8 6x6 7x10 MT18HS 4x6 7x12 4x9 6x14 6x6 5x6 3x8 10x20 MT18HS 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 0-9-1211-6-1513-0-51-6-00-6-00-6-011-6-157.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-2-12,0-0-12], [9:0-2-0,0-3-8], [10:Edge,0-3-8], [14:0-11-12,Edge], [19:1-0-4,0-3-0], [21: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) 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 >615 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 Stud/No.3 *Except* 9-10,7-15,7-13,7-12,8-12,8-11,9-11: 2x4 SPF No.2 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: 19-20,13-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 9-10, 7-12, 8-11 spacing of 20-0-0 oc. 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=-4269/220, 4-6=-1556/132, 6-7=-1318/231, 7-8=-258/150, 9-10=-323/242, 2-21=-1252/92 BOT CHORD 19-20=-352/21, 3-19=-1750/132, 18-19=-172/2200, 17-18=-22/1997, 16-17=-21/1997, 15-16=0/1260, 6-15=-1853/107, 12-13=0/488 WEBS 3-18=0/1968, 4-18=-117/2075, 4-16=-1047/110, 6-16=0/1422, 13-15=0/518, 7-15=-145/1316, 7-12=-1021/54, 8-12=-72/957, 8-11=-1127/112, 4-17=0/257, 2-20=-31/1156 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.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. March 2,2016 Job 16-0308 Truss BD Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128831 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:23 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NWo3d4Bm4wAygmt7E1p4aVAshJxgsR74bZdoaWzf?vk 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 16-0308 Truss BE Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128832 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:24 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-riMRqQCOqEIpIwSJolKJ6ij0zjJlbsaDqDNL7yzf?vj Scale = 1:76.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 3x6 6x8 7x12 6x12 MT18HS 4x6 7x12 4x9 6x14 7x12 6x8 10x20 MT18HS 5x6 4x6 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 0-9-128-10-1513-0-51-6-00-6-00-6-08-10-157.00 12 12.00 12 Plate Offsets (X,Y)-- [9:0-2-0,0-2-8], [10:Edge,0-3-8], [13:0-11-12,Edge], [17:1-0-4,0-3-0], [19: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) 0.99 0.59 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.88 0.32 (loc) 15-16 15-16 11 l/defl >933 >330 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 177 lb FT = 0% GRIP 169/123 197/144 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* 3-18: 2x8 SP No.2, 15-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-16,4-15,6-15,12-14,2-19,2-18: 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 (5-9-4 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,12-13. 1 Row at midpt 7-14 WEBS 1 Row at midpt 9-10, 8-11, 9-11 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)19=1039/0-3-8, 11=998/0-3-0 Max Horz 19=66(LC 6) Max Uplift 19=-83(LC 6), 11=-84(LC 6) Max Grav 19=1426(LC 18), 11=1384(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1652/71, 3-4=-4901/170, 4-6=-1553/126, 6-7=-1493/74, 7-8=-1024/147, 9-10=-426/267, 2-19=-1384/94 BOT CHORD 17-18=-393/21, 3-17=-2081/99, 16-17=-156/2536, 15-16=-63/2033, 14-15=0/1315, 7-14=-1282/0, 11-12=0/710 WEBS 3-16=0/2252, 4-16=-14/2617, 4-15=-1048/162, 6-15=0/1604, 12-14=0/738, 8-14=-29/613, 8-11=-1243/140, 9-11=-249/327, 2-18=-32/1286 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) 19, 11. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. March 2,2016 Job 16-0308 Truss BF Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128833 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:25 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Juvp1mD0bXQgw41WLSrYfwGEa7cAKJsM2t6vfOzf?vi Scale = 1:72.0 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 0-9-126-2-1513-0-51-6-00-6-00-6-06-2-157.00 12 12.00 12 Plate Offsets (X,Y)-- [13:0-6-0,Edge], [18:1-0-4,0-3-0], [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) 0.81 0.77 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.44 0.28 (loc) 16-17 16-17 11 l/defl >999 >670 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, 8-13: 2x4 SPF Stud/No.3 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 (4-2-15 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 spacing of 18-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=984/0-3-0, 20=1052/0-3-8 Max Horz 20=66(LC 6) Max Uplift 11=-70(LC 6), 20=-86(LC 6) Max Grav 11=1423(LC 18), 20=1525(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1664/72, 3-4=-4678/192, 4-5=-2082/124, 5-6=-1772/133, 6-7=-1768/129, 7-8=-1515/132, 8-9=-1748/221, 2-20=-1483/97 BOT CHORD 18-19=-392/20, 3-18=-1925/99, 17-18=-127/2346, 16-17=-88/2495, 15-16=0/1699, 14-15=0/2088, 8-14=-513/111, 11-12=0/652 WEBS 3-17=-18/2246, 4-17=-40/2041, 4-16=-925/113, 5-16=0/656, 7-15=-15/1269, 12-14=0/588, 9-14=-150/1479, 9-11=-1343/142, 2-19=-29/1283, 6-15=-342/49, 7-14=-1930/64 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss BG Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128834 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:25 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Juvp1mD0bXQgw41WLSrYfwGO57oRKYwM2t6vfOzf?vi 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) 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. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) 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. March 2,2016 Job 16-0308 Truss BGGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128835 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:26 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-n5TBF6DeMrYXYEcivAMnC7oPJW0P3omWHXsSBrzf?vh Scale = 1:71.6 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 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. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued 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. March 2,2016 Job 16-0308 Truss BGGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128835 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:26 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-n5TBF6DeMrYXYEcivAMnC7oPJW0P3omWHXsSBrzf?vh 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 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 16-0308 Truss BH Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128836 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:26 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-n5TBF6DeMrYXYEcivAMnC7oP2W?R3ynWHXsSBrzf?vh Scale = 1:70.6 1 2 3 4 5 6 7 11 10 9 8 12 3x4 4x6 5x9 3x8 4x6 4x6 3x4 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)-- [2:0-5-3,0-1-13], [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) 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 spacing of 20-0-0 oc. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss BI Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128837 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:27 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FH1aSSEG79gO9NBuTtt0kLLXBwL3oHHfWBb0kHzf?vg Scale = 1:74.81 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 5x9 4x6 6x6 3x6 4x6 4x9 4x9 3x4 3x4 3x4 3x4 3x4 2x4 3x8 4x12 WB 3x6 1-5-14 1-5-14 8-10-8 7-4-9 20-6-8 11-8-0 23-7-11 3-1-3 31-3-12 7-8-1 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) 0.93 0.61 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.31 -0.79 0.01 (loc) 11-14 11-14 9 l/defl >779 >311 n/a L/d 240 180 n/a PLATES MT20 Weight: 225 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-2: 2x6 SPF No.2, 7-8: 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 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 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 1-16, 8-9, 2-16, 3-15, 3-14, 5-11, 6-11, 6-9 spacing of 20-0-0 oc. 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=308/Mechanical, 11=1419/0-3-8 Max Horz 16=-4(LC 6) Max Uplift 16=-78(LC 6), 9=-52(LC 6), 11=-83(LC 6) Max Grav 16=1068(LC 13), 9=530(LC 13), 11=1981(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-561/174, 8-9=-337/80 BOT CHORD 14-15=0/524 WEBS 2-16=-1186/163, 2-15=-123/670, 3-15=-706/47, 5-14=0/542, 5-11=-1032/129, 6-11=-847/92 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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, 9, 11. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss BJ Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128838 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:28 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jTbygoFuuSoFnXm51bOFHYukaKlCXpAplrLZGjzf?vf Scale = 1:74.8 1 2 3 4 5 6 7 16 15 14 13 12 11 9 8 17 18 19 104x9 4x6 4x6 3x6 6x14 3x8 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) 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 spacing of 20-0-0 oc. 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) All plates are 3x4 MT20 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, 8 except (jt=lb) 12=127. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. March 2,2016 Job 16-0308 Truss BKGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128839 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:29 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Bf9Kt7GWfmw5PhKHaIvUpmQw6k6uGAtyzV46oAzf?ve 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 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 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. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.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. March 2,2016 Job 16-0308 Truss BKGR Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128839 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:29 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Bf9Kt7GWfmw5PhKHaIvUpmQw6k6uGAtyzV46oAzf?ve NOTES- 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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 16-0308 Truss BL Truss Type JACK Qty 5 Ply 1 PARKSIDE C Job Reference (optional) I26128840 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:29 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Bf9Kt7GWfmw5PhKHaIvUpmQxyk_AGLLyzV46oAzf?ve 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss BMGR Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128841 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:29 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Bf9Kt7GWfmw5PhKHaIvUpmQy9k57GK6yzV46oAzf?ve 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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, 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. March 2,2016 Job 16-0308 Truss BN Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128842 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:30 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-gsji5TG9Q42y0rvT8?RjMzz468Pn?hK6C9qgKczf?vd Scale = 1:75.81 2 3 4 5 11 10 9 8 7 6 12 13 4x9 4x6 4x6 2x4 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss BO Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128843 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:30 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-gsji5TG9Q42y0rvT8?RjMzz4s8Of?kp6C9qgKczf?vd Scale = 1:74.81 2 3 4 5 6 10 9 8 7 11 5x9 4x6 3x4 3x4 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], [6:0-5-3,0-1-13] 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) 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 spacing of 20-0-0 oc. 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss BP Truss Type HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128844 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:31 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-82H4IpHnBNApe?UgijyyvBWD5XhWk2RFRpZDt2zf?vc Scale = 1:72.8 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. March 2,2016 Job 16-0308 Truss BP1 Truss Type HIP Qty 6 Ply 1 PARKSIDE C Job Reference (optional) I26128845 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:32 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cEqTV9IPyhIgG93sGQTBRO2Orx1hTVGOfTJmPUzf?vb Scale = 1:73.1 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss BR Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128846 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:33 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4ROrjVJ1j?QXtIe2p8_Q_cbkgLXqC9MYu72Kxxzf?va 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss BS Truss Type MONO TRUSS Qty 4 Ply 1 PARKSIDE C Job Reference (optional) I26128847 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:33 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4ROrjVJ1j?QXtIe2p8_Q_cba5LXeC7nYu72Kxxzf?va 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) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss BT Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128848 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:33 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4ROrjVJ1j?QXtIe2p8_Q_cbeoLUfC2CYu72Kxxzf?va 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 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. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-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. March 2,2016 Job 16-0308 Truss BT Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128848 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:34 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YdyDwrKfUIYOVSDENrVfWp7pYlquxVSh7notTNzf?vZ LOAD CASE(S) Standard 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. Job 16-0308 Truss BT1 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128849 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:34 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YdyDwrKfUIYOVSDENrVfWp7pYlquxVSh7notTNzf?vZ 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 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. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-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. March 2,2016 Job 16-0308 Truss BT1 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128849 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:34 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YdyDwrKfUIYOVSDENrVfWp7pYlquxVSh7notTNzf?vZ LOAD CASE(S) Standard 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. Job 16-0308 Truss BU Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128850 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:34 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YdyDwrKfUIYOVSDENrVfWp7lIlhwxcah7notTNzf?vZ 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) 0.87 0.79 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.25 (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 Stud/No.3 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=-22/Mechanical, 4=-11/Mechanical Max Horz 5=297(LC 4) Max Uplift 5=-350(LC 5), 3=-379(LC 4), 4=-649(LC 4) Max Grav 5=960(LC 4), 3=173(LC 5), 4=235(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-299/133, 2-3=-312/137 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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=379, 4=649. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss BVGR Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128851 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:35 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0pWb8BKHFchF7coRxZ0u31g_Y9C4g1JrMRXR0pzf?vY 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss BW Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128852 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:35 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0pWb8BKHFchF7coRxZ0u31g4h94rg1frMRXR0pzf?vY Scale = 1:27.0 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss BXGR Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128853 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:35 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0pWb8BKHFchF7coRxZ0u31gyZ96Xg3qrMRXR0pzf?vY 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) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss BYGR Truss Type SPECIAL Qty 1 Ply 2 PARKSIDE C Job Reference (optional) I26128854 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:36 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-U04zLXLw0wp6kmNdVGX7cEDGVYXhPUc_a5H_YGzf?vX Scale = 1:66.4 1 2 3 4 5 6 12 10 9 8 7 13 14 15 11 3x4 4x6 4x6 3x4 4x6 3x6 2x4 3x4 3x6 3x4 3x6 3x4 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) 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 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 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=-109(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 12=867(LC 9), 14=607(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/31, 3-5=-324/37, 7-13=-69/464, 6-13=-69/464 BOT CHORD 8-9=-13/253 WEBS 2-12=-789/10, 2-9=0/445, 5-7=-501/146 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 14=109. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. TRUSS DESIGNED TO SUPPORT THE LOAD GENERATED BY A TRIBUTARY AREA EQUAL TO 24 INCHES OF ROOF LOAD ONLY. VERIFIED THIS IS ONLY 2 FT. OF LOAD 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. March 2,2016 Job 16-0308 Truss BZ Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128855 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:36 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-U04zLXLw0wp6kmNdVGX7cED6NYTFPUs_a5H_YGzf?vX Scale = 1:27.5 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CAGR Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128856 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:37 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-yCeMZtMYnDxzMwyp2_3M8SlOQysh8ym7pl0X4izf?vW Scale = 1:21.7 1 2 3 6 4 7 8 9 5 10 11 4x6 2x4 3x10 2x4 1-1-10 1-1-10 1-7-11 0-6-1 2-1-13 0-6-1 5-4-12 3-3-0 -1-0-4 1-0-4 5-4-12 5-4-12 0-9-03-7-106.41 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [3:0-2-14,0-2-0] 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) 0.37 0.15 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 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 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)4=68/Mechanical, 6=492/1-0-3, 5=-229/0-3-8 Max Horz 6=17(LC 6) Max Uplift 4=-81(LC 6), 6=-228(LC 6), 5=-302(LC 12) Max Grav 4=89(LC 21), 6=536(LC 17), 5=114(LC 20) 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 17.6 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) 6=228, 5=302. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 142 lb up at 2-10-13, and 77 lb down and 89 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) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 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. March 2,2016 Job 16-0308 Truss CB Truss Type JACK Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128857 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:37 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-yCeMZtMYnDxzMwyp2_3M8SlRWytR8zK7pl0X4izf?vW 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) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss CC Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128858 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:38 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-ROCkmCNAXX3q_4X0chabhfIUrMA_tOKH2Pm5c8zf?vV Scale = 1:25.3 1 2 3 4 7 6 5 8x8 2x4 2x4 3x4 3x6 3x4 1-10-5 1-10-5 8-0-6 6-2-1 -0-11-4 0-11-4 1-10-5 1-10-5 7-10-14 6-0-9 8-0-6 0-1-8 1-6-33-11-153-8-70-3-83-11-1516.00 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 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.64 0.27 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.10 0.00 (loc) 5-6 5-6 5 l/defl >999 >918 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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=82(LC 4) Max Uplift 7=-91(LC 4), 5=-77(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/99, 2-7=-395/80 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CD Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128859 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:38 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-ROCkmCNAXX3q_4X0chabhfIaXMC5tPDH2Pm5c8zf?vV Scale = 1:42.8 1 2 3 4 5 9 8 7 6 5x6 7x12 4x6 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 2-10-27-6-132-10-27-6-1316.00 12 Plate Offsets (X,Y)-- [2:0-2-13,Edge], [3:0-3-2,0-2-0] 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) 0.28 0.14 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *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 spacing of 20-0-0 oc. 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=-395/131, 3-4=-394/151, 1-9=-459/85, 4-6=-507/103 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CEGR Truss Type HIP Qty 2 Ply 2 PARKSIDE C Job Reference (optional) I26128860 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:40 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NnJUBuOQ38JYDNgOk6c3m4NsbAqhL7maVjFCh1zf?vT Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5x9 5x6 3x6 4x6 4x9 3x6 4x9 4x6 3x6 4x6 4x9 2x4 2x4 3x8 4x9 3x6 4x6 3x6 5x9 5x6 4x8 MT18HS 4x9 4x9 3-10-12 3-10-12 7-6-0 3-7-4 11-1-5 3-7-4 15-8-10 4-7-5 20-2-3 4-5-9 24-9-9 4-7-5 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 15-8-10 4-7-5 20-2-3 4-5-9 24-9-9 4-7-5 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)-- [4:0-7-0,0-2-4], [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], [23:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.56 0.45 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.28 0.07 (loc) 18 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 608 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-23,2-22,3-22,8-15,10-15,10-14,1-24,1-23,11-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-3 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)24=4467/0-3-8, 13=4256/0-3-8 Max Horz 24=-48(LC 6) Max Uplift 24=-647(LC 6), 13=-648(LC 6) Max Grav 24=4830(LC 18), 13=4597(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3309/508, 2-3=-4171/681, 3-4=-4298/754, 4-5=-4459/776, 5-6=-4458/776, 6-7=-4325/767, 7-8=-5109/853, 8-10=-5904/885, 10-11=-5880/824, 1-24=-4517/627, 11-13=-4410/645 BOT CHORD 22-23=-264/2778, 21-22=-351/3518, 19-21=-353/3692, 18-19=-488/4652, 17-18=-488/4652, 15-17=-559/4992, 14-15=-587/4999, 13-14=-13/254 WEBS 2-23=-2054/293, 2-22=-167/1547, 3-22=-787/101, 3-21=-87/594, 4-21=-130/534, 4-19=-252/1846, 5-19=-499/94, 6-19=-578/75, 6-18=-74/686, 6-17=-811/99, 7-17=-342/2193, 8-17=-1230/199, 8-15=-89/826, 10-14=-462/85, 1-23=-494/3857, 11-14=-593/4912 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) 24=647, 13=648. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. March 2,2016 Job 16-0308 Truss CEGR Truss Type HIP Qty 2 Ply 2 PARKSIDE C Job Reference (optional) I26128860 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:40 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NnJUBuOQ38JYDNgOk6c3m4NsbAqhL7maVjFCh1zf?vT NOTES- 13) 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. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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, 13-24=-20 Concentrated Loads (lb) Vert: 17=-286(B) 14=-286(B) 29=-287(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=-286(B) 44=-286(B) 45=-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 16-0308 Truss CGR Truss Type SPECIAL Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I26128861 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:43 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nM?dpwRJM3h64rPzPEAmOj?QQNrKYZZ0BgTsIMzf?vQ Scale = 1:84.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 3x6 5x9 5x6 3x6 3x4 4x9 2x4 4x9 6x12 2x4 3x4 3x6 2x4 3x6 3x6 4x9 3x6 5x9 3x6 5-1-5 5-1-5 9-11-2 4-9-13 14-8-15 4-9-13 19-6-12 4-9-13 22-5-4 2-10-8 24-5-4 2-0-0 27-6-0 3-0-12 31-11-8 4-5-8 36-5-0 4-5-8 39-0-12 2-7-12 42-0-0 2-11-4 -0-11-4 0-11-4 5-1-5 5-1-5 9-11-2 4-9-13 14-8-15 4-9-13 19-6-12 4-9-13 22-5-4 2-10-8 27-6-0 5-0-12 31-11-8 4-5-8 36-5-0 4-5-8 39-0-12 2-7-12 42-0-0 2-11-4 42-11-4 0-11-4 0-9-1212-2-110-9-121-0-012-2-117.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-5], [8:0-7-0,0-2-4], [9:0-3-0,0-1-12], [16:0-3-3,0-1-5], [20:0-5-8,0-4-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.27 0.39 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.05 (loc) 26-27 26-27 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 889 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-23: 2x4 SPF No.2, 13-19: 2x4 SPF Stud/No.3, 23-28: 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 7-27,7-26,8-26,8-25,9-25,10-25,10-24: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 2-10-9, Right 2x4 SPF Stud/No.3 1-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)2=2020/0-3-8, 16=1279/0-3-8, 24=5974/0-3-8 Max Uplift 2=-234(LC 6), 16=-146(LC 6), 24=-744(LC 6) Max Grav 2=2216(LC 18), 16=1348(LC 18), 24=6769(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3382/352, 4-5=-2493/318, 5-7=-1468/261, 7-8=-293/181, 8-9=-59/605, 9-10=-63/805, 10-12=-10/880, 12-13=-757/112, 13-14=-2456/246, 14-16=-1912/186 BOT CHORD 2-30=-224/2768, 29-30=-224/2768, 27-29=-121/2112, 26-27=0/1156, 24-25=-2215/383, 10-22=-100/1236, 21-22=-6/586, 20-21=-131/2173, 19-20=-26/339, 13-20=-113/1479, 16-18=-102/1515 WEBS 4-30=-21/767, 4-29=-825/126, 5-29=-116/1257, 5-27=-1558/212, 7-27=-232/2091, 7-26=-2281/319, 8-26=-345/2778, 8-25=-3097/329, 9-25=-641/20, 10-25=-306/3289, 10-24=-4951/521, 22-24=-609/207, 12-22=-1869/239, 12-21=-152/1659, 13-21=-1802/219, 18-20=-101/1570, 14-20=-22/640, 14-18=-450/60 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 0-9-0 oc, 2x4 - 1 row 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 4x6 MT20 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) 2=234, 16=146, 24=744. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. March 2,2016 Job 16-0308 Truss CGR Truss Type SPECIAL Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I26128861 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:43 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nM?dpwRJM3h64rPzPEAmOj?QQNrKYZZ0BgTsIMzf?vQ NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 335 lb down and 35 lb up at 3-0-12, 285 lb down and 46 lb up at 5-0-12, 285 lb down and 47 lb up at 7-0-12, 285 lb down and 49 lb up at 9-0-12, 285 lb down and 51 lb up at 11-0-12, 285 lb down and 53 lb up at 13-0-12, 285 lb down and 55 lb up at 15-0-12, 285 lb down and 60 lb up at 17-0-12, 285 lb down and 60 lb up at 19-0-12, 285 lb down and 60 lb up at 21-0-12, 285 lb down and 60 lb up at 23-0-12, 285 lb down and 60 lb up at 24-11-4, 285 lb down and 55 lb up at 26-11-4, 285 lb down and 54 lb up at 28-11-4, 285 lb down and 52 lb up at 30-11-4, 285 lb down and 50 lb up at 32-11-4, 285 lb down and 49 lb up at 34-11-4, 285 lb down and 46 lb up at 36-6-12, and 285 lb down and 46 lb up at 36-11-4, and 335 lb down and 35 lb up at 38-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-60, 8-9=-60, 9-17=-60, 2-23=-20, 20-22=-20, 16-19=-20 Concentrated Loads (lb) Vert: 30=-285(B) 18=-335(B) 20=-285(B) 37=-335(B) 38=-285(B) 39=-285(B) 40=-285(B) 41=-285(B) 42=-285(B) 43=-285(B) 44=-285(B) 45=-285(B) 46=-285(B) 47=-285(B) 48=-285(B) 49=-285(B) 50=-285(B) 51=-285(B) 52=-285(B) 53=-285(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 16-0308 Truss CH Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128862 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:43 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nM?dpwRJM3h64rPzPEAmOj?RwNtIYa50BgTsIMzf?vQ Scale = 1:62.5 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CH1 Truss Type MONO HIP Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I26128863 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:44 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FYZ?1GRx7Npzi?_9zyh?wwYcfnDXH1L9QKDPqozf?vP Scale = 1:62.5 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CH2 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128864 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:44 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-FYZ?1GRx7Npzi?_9zyh?wwYUenDXH4f9QKDPqozf?vP Scale = 1:62.5 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CH3 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128865 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:45 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jk7NEcSZugxqJ8ZMWfCET85fOBZm0XvJf_yzMEzf?vO Scale = 1:62.5 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CI Truss Type HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128866 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:45 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-jk7NEcSZugxqJ8ZMWfCET85fWBVG0ZpJf_yzMEzf?vO Scale = 1:61.8 1 2 3 4 56 11 10 9 8 7 5x9 4x6 4x6 2x4 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss CJGR Truss Type HIP Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I26128867 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:46 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-CxhlRxTBf_3hxI8Y4MjT?Ldyvavhlz?SteiWvhzf?vN 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 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. 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 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. March 2,2016 Job 16-0308 Truss CJGR Truss Type HIP Qty 1 Ply 3 PARKSIDE C Job Reference (optional) I26128867 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:46 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-CxhlRxTBf_3hxI8Y4MjT?Ldyvavhlz?SteiWvhzf?vN 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 16-0308 Truss CK Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128868 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:47 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-g7E7fHUpQIBYZSjke4EiYZA2B_9gUNxc6IR3R7zf?vM Scale = 1:71.9123 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 4x9 4x6 4x6 4x6 3x4 3x4 3x6 2x4 3x4 3x4 3x8 6x8 3x6 4x9 6x12 2x4 9-11-7 9-11-7 12-3-12 2-4-5 18-6-8 6-2-12 26-1-9 7-7-1 31-3-12 5-2-3 5-1-8 5-1-8 9-11-7 4-10-0 12-3-12 2-4-5 19-2-10 6-10-14 26-1-9 6-10-14 31-3-12 5-2-3 11-8-02-0-512-8-03-0-51-0-012-8-07.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [5:0-3-0,Edge], [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) 0.54 0.68 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.02 (loc) 15-16 15-16 9 l/defl >910 >362 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,11-14,6-11,7-11,7-10,7-9: 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, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 1-16, 2-16, 3-15, 4-15, 6-11, 7-11 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=674/Mechanical, 9=416/Mechanical, 11=1392/0-3-8 Max Horz 16=-342(LC 6) Max Uplift 16=-136(LC 6), 9=-6(LC 6), 11=-35(LC 6) Max Grav 16=951(LC 17), 9=534(LC 17), 11=1870(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/78, 3-4=-439/80, 4-6=-560/48, 6-7=-74/263, 8-9=-265/45 BOT CHORD 15-16=-127/293, 14-15=-53/289, 4-14=-432/0, 10-11=0/538, 9-10=0/545 WEBS 2-16=-710/163, 2-15=-39/284, 4-15=-102/250, 11-14=-321/109, 6-14=0/629, 6-11=-1467/80, 7-11=-646/76, 7-10=0/276, 7-9=-606/0 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 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) 9, 11 except (jt=lb) 16=136. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CL Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128869 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:48 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8JoWsdURBbJPAcHxCnlx5mjBPOUvDihlLyBdzZzf?vL Scale = 1:72.2123 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 22 23 4x9 4x6 5x6 6x8 2x4 3x6 4x6 5x9 4x6 2x4 7x12 2x4 2x4 3x4 3x8 3x10 3x4 3x4 3x4 9-11-7 9-11-7 12-3-12 2-4-5 13-3-4 0-11-8 17-4-12 4-1-8 18-6-8 1-1-12 21-6-11 3-0-3 31-3-12 9-9-1 5-1-8 5-1-8 9-11-7 4-10-0 12-3-12 2-4-5 13-3-4 0-11-8 17-4-12 4-1-8 21-6-11 4-1-15 26-3-7 4-8-13 31-3-12 5-0-5 11-8-04-8-812-8-05-8-81-0-012-8-07.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [17:0-2-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.70 0.68 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.06 (loc) 19-20 19-20 10 l/defl >905 >360 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-7: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-13: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 1-20,2-20,2-19,3-19,4-19,5-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3, 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-18 WEBS 1 Row at midpt 1-20, 2-20, 3-19, 5-14 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)20=648/0-3-0, 10=377/Mechanical, 12=1457/0-3-8 Max Horz 20=-53(LC 6) Max Uplift 20=-81(LC 6), 10=-58(LC 6), 12=-49(LC 6) Max Grav 20=926(LC 17), 10=640(LC 17), 12=1758(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-391/176, 3-4=-457/195, 4-5=-470/142, 6-7=-31/255 BOT CHORD 19-20=-30/281, 6-14=-515/127, 10-11=0/325 WEBS 2-20=-682/80, 4-19=0/387, 16-18=-3/308, 5-14=-783/0, 12-14=-896/53, 7-14=0/796, 7-12=-1216/0, 7-11=0/431, 8-11=-341/42, 8-10=-453/90 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) 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) 20, 10, 12. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CM Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128870 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:49 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cWMu4zV3yvRGoms7lVGAd_FJ7oqyyEuvacwAV?zf?vK Scale = 1:71.9123 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 4x9 4x6 5x6 6x6 4x12 WB 3x6 2x4 4x6 6x10 4x6 2x4 12x12 2x4 2x4 3x4 3x8 3x10 3x6 4x9 3x4 9-11-7 9-11-7 12-3-12 2-4-5 13-3-4 0-11-8 17-4-12 4-1-8 20-6-8 3-1-12 24-2-8 3-8-0 31-3-12 7-1-4 5-1-8 5-1-8 9-11-7 4-10-0 12-3-12 2-4-5 13-3-4 0-11-8 16-11-13 3-8-9 17-4-12 0-4-15 24-2-8 6-9-12 31-3-12 7-1-4 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], [9:0-6-0,0-3-4], [15:0-2-12,0-6-0], [18:0-2-12,0-3-0] 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) 0.83 0.69 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 0.08 (loc) 20-21 20-21 11 l/defl >998 >395 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-6: 2x6 SPF No.2, 6-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 7-14: 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 10-11,17-19,6-15,13-15,8-12: 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.): 1-3, 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-19, 5-16 WEBS 1 Row at midpt 1-21, 10-11, 2-21, 3-20, 4-20, 5-15, 8-13, 10-12 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)21=722/0-3-0, 11=245/Mechanical, 13=1514/0-3-8 Max Horz 21=-42(LC 6) Max Uplift 21=-74(LC 6), 11=-40(LC 6), 13=-85(LC 6) Max Grav 21=1010(LC 17), 11=478(LC 17), 13=1926(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/170, 3-4=-536/187, 4-5=-542/136, 5-6=-314/185, 10-11=-411/87 BOT CHORD 20-21=-5/318, 19-20=0/328, 18-19=-308/0, 15-16=0/336, 7-15=-551/125 WEBS 2-21=-774/73, 2-20=-3/320, 4-20=-89/255, 17-19=0/487, 5-15=-547/0, 13-15=-662/129, 8-15=-39/1058, 8-13=-1787/85 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) 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) 21, 11, 13. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CN Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128871 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:50 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4iwGHJWijDZ7QwRJJCoPABoUsCA1hfN2oGgj2Szf?vJ Scale = 1:77.6 1 2 3 4 5 6 7 8 9 20 19 18 1716 15 14 13 12 11 10 21 22 23 4x9 4x6 7x12 3x4 4x9 3x4 6x12 5x6 2x4 3x4 2x4 2x4 2x4 3x4 3x4 6x8 4x6 6x8 4x9 3x4 9-11-7 9-11-7 12-3-12 2-4-5 13-3-4 0-11-8 17-4-12 4-1-8 20-6-8 3-1-12 24-2-8 3-8-0 31-3-12 7-1-4 5-1-8 5-1-8 9-11-7 4-10-0 12-4-15 2-5-8 13-3-4 0-10-5 17-4-12 4-1-8 24-2-8 6-9-12 31-3-12 7-1-4 11-8-010-0-512-8-011-0-51-0-012-8-07.00 12 Plate Offsets (X,Y)-- [3:0-9-0,0-1-12], [14:0-2-0,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.83 0.70 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.62 0.10 (loc) 19-20 19-20 10 l/defl >993 >393 n/a L/d 240 180 n/a PLATES MT20 Weight: 255 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2, 7-9: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 16-18,12-14: 2x4 SPF Stud/No.3, 8-12: 2x4 SPF-S 1650F 1.6E 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, 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-18, 5-15, 6-14 WEBS 1 Row at midpt 1-20, 9-10, 2-20, 3-18, 5-14, 8-12, 9-11 spacing of 18-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)20=729/0-3-0, 10=258/Mechanical, 12=1495/0-3-8 Max Horz 20=-31(LC 6) Max Uplift 20=-76(LC 6), 10=-46(LC 6), 12=-88(LC 6) Max Grav 20=1084(LC 17), 10=432(LC 17), 12=2242(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-497/172, 3-4=-545/220, 4-5=-474/159, 9-10=-364/102 BOT CHORD 19-20=-2/351, 18-19=0/419, 17-18=-390/0, 14-15=0/393, 6-14=-556/112 WEBS 2-20=-855/75, 2-19=-3/262, 16-18=0/514, 5-14=-686/22, 12-14=-613/155, 8-14=-41/1265, 8-12=-2051/84 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) 20, 10, 12. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss CO Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128872 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:51 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YuUeVfXKUWi_130WtwJeiPLedbaMQ3WB1wPHauzf?vI Scale = 1:79.1 1 2 3 4 5 6 7 8 9 20 19 18 1716 15 14 13 12 11 104x6 4x9 5x9 4x9 4x6 3x6 2x4 2x4 2x4 2x4 3x8 2x4 6x8 3x10 3x4 7x12 3x8 3x4 3x4 6-3-10 6-3-10 12-3-12 6-0-2 13-3-4 0-11-8 17-4-12 4-1-8 20-6-8 3-1-12 24-2-8 3-8-0 31-3-12 7-1-4 6-3-10 6-3-10 12-3-12 6-0-2 13-3-4 0-11-8 17-4-12 4-1-8 24-2-8 6-9-12 31-3-12 7-1-4 11-8-012-8-01-0-0Plate Offsets (X,Y)-- [4:0-2-12,0-3-0], [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) 0.90 0.44 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.09 (loc) 10-11 10-11 10 l/defl >999 >646 n/a L/d 240 180 n/a PLATES MT20 Weight: 257 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* 16-18,12-14: 2x4 SPF Stud/No.3 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, Except: 6-0-0 oc bracing: 17-18,12-13. 1 Row at midpt 6-14 WEBS 1 Row at midpt 1-20, 9-10, 2-19, 5-14, 8-12 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)20=757/0-3-0, 10=312/Mechanical, 12=1413/0-3-8 Max Horz 20=-24(LC 4) Max Uplift 20=-90(LC 4), 10=-75(LC 4), 12=-51(LC 4) Max Grav 20=757(LC 1), 10=336(LC 7), 12=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-713/145, 1-2=-398/178, 2-3=-398/178, 3-5=-387/195, 9-10=-290/139 BOT CHORD 18-19=0/291, 17-18=-351/0, 14-15=0/283, 6-14=-289/113 WEBS 1-19=-80/633, 2-19=-434/97, 16-18=0/387, 5-14=-492/14, 12-14=-366/150, 8-14=-37/822, 8-12=-1278/53 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) 20, 10, 12. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss CP Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128873 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:51 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YuUeVfXKUWi_130WtwJeiPLf3barQ91B1wPHauzf?vI Scale = 1:76.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 94x6 4x9 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss CP1 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128874 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:52 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0520i?YyEqqrfDbiRdqtFctqp?w49cHLGa9q6Kzf?vH Scale = 1:76.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 94x6 4x9 3x4 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) 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 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)16=754/Mechanical, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss CQ Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128875 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:52 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0520i?YyEqqrfDbiRdqtFctrM?xA9aoLGa9q6Kzf?vH Scale = 1:78.6 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 4x6 5x9 3x4 5x9 4x6 3x4 3x8 2x4 3x8 2x4 3x8 2x4 2x4 3x8 2x4 3x8 3x4 3x4 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) 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 spacing of 20-0-0 oc. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) 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. March 2,2016 Job 16-0308 Truss D Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128876 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:53 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UHcPwLYa?8yiHNAu_LL6oqQ0iPE7u?0UVEuOenzf?vG Scale = 1:93.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 3x6 9x14 MT18HS 3x6 3x8 4x6 4x6 3x6 2x4 2x4 6x8 5x9 2x4 2x4 3x8 4x6 4x6 3x6 2x4 3x4 3x4 3x8 3x8 2x4 7-2-5 7-2-5 16-4-11 9-2-5 24-5-4 8-0-9 27-6-0 3-0-12 36-5-0 8-11-0 42-0-0 5-7-0 -0-11-4 0-11-4 7-2-5 7-2-5 14-1-3 6-10-13 21-0-0 6-10-13 27-6-0 6-6-0 31-11-8 4-5-8 36-5-0 4-5-8 42-0-0 5-7-0 42-11-4 0-11-4 0-9-1213-0-120-9-121-0-07.00 12 Plate Offsets (X,Y)-- [2:0-5-3,0-1-13], [13:0-5-3,0-1-13], [18:0-2-8,0-2-12] 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) 0.80 0.55 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.08 (loc) 21-23 21-23 13 l/defl >999 >888 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 233 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-22: 2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 8-19,4-21,6-21,6-20,7-18: 2x4 SPF No.2, 7-20: 2x4 SPF-S 1650F 1.6E SLIDER Left 2x6 SPF No.2 4-2-1, Right 2x6 SPF No.2 3-1-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. WEBS 1 Row at midpt 8-19, 4-21, 6-20, 7-20 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=735/0-3-8, 13=336/0-3-8, 20=2399/0-3-8 Max Uplift 2=-85(LC 6), 13=-70(LC 6), 20=-97(LC 6) Max Grav 2=872(LC 9), 13=353(LC 10), 20=2615(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1123/102, 4-6=-526/144, 6-7=0/576, 7-8=0/701, 8-10=0/693, 10-11=-362/181 BOT CHORD 2-23=0/866, 21-23=0/866, 20-21=0/494, 17-18=-271/79, 16-17=-271/79 WEBS 8-18=-498/159, 11-16=-424/137, 4-23=0/352, 4-21=-698/93, 6-21=0/600, 6-20=-1024/101, 7-20=-1587/43, 18-20=-1036/205, 7-18=-146/703, 10-18=-587/74, 10-16=-118/676 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) 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) 2, 13, 20. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss E Truss Type MONO TRUSS Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128877 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:53 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-UHcPwLYa?8yiHNAu_LL6oqQ8TPEJu3vUVEuOenzf?vG Scale = 1:70.3 12 3 4 5 7 6 3x4 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) 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 spacing of 20-0-0 oc. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss E1 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128878 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:54 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-zTAn7hZCmR4YuXl4Y2sLK1yJfpcLdZtejuexBDzf?vF Scale = 1:65.7 1 2 3 4 5 8 7 6 4x6 3x4 6x8 4x6 2x4 3x4 2x4 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] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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) 0.27 0.36 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.00 (loc) 7-8 7-8 6 l/defl >999 >475 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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 spacing of 20-0-0 oc. 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=-76/285, 5-6=-550/208, 2-8=-156/288 WEBS 3-7=-285/278, 5-7=-194/522, 3-8=-484/87 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss E2 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128879 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:54 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-zTAn7hZCmR4YuXl4Y2sLK1yJEpfrdYKejuexBDzf?vF Scale = 1:69.3 1 2 3 4 5 8 7 6 3x4 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) 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 spacing of 20-0-0 oc. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss E3 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128880 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:55 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Rgj9K0aqXlCPWhKH6lNatFVU_D?4M?WnyYNUjfzf?vE Scale = 1:69.4 1 2 3 4 5 8 7 6 3x4 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) 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss E4 Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128881 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:55 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Rgj9K0aqXlCPWhKH6lNatFVUPDyaM07nyYNUjfzf?vE Scale = 1:65.7 1 2 3 4 5 8 7 6 4x6 3x4 6x8 4x6 2x4 3x4 2x4 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] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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) 0.27 0.36 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.20 0.00 (loc) 7-8 7-8 6 l/defl >999 >475 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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=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=-76/285, 5-6=-550/208, 2-8=-156/288 WEBS 3-7=-285/278, 5-7=-194/522, 3-8=-484/87 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss F Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128882 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:55 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Rgj9K0aqXlCPWhKH6lNatFVVXD0TM40nyYNUjfzf?vE Scale = 1:17.7 1 2 3 4 5 7 6 8 9 10 11 12 10x10 2x4 4x16 3x4 3x4 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)-- [3:0-8-0,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.20 0.11 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 1-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=393/0-3-8, 6=354/Mechanical Max Horz 2=25(LC 4) Max Uplift 2=-92(LC 4), 6=-66(LC 4) Max Grav 2=430(LC 16), 6=368(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-376/43, 3-4=-454/95 BOT CHORD 6-7=-42/403 WEBS 3-7=-51/326, 4-6=-486/83 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 183 lb down and 146 lb up at 0-9-7, 99 lb down and 63 lb up at 2-1-2, and 99 lb down and 63 lb up at 4-1-2, and 99 lb down and 63 lb up at 6-1-2 on top chord, and 21 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. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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. March 2,2016 Job 16-0308 Truss F Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128882 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:56 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vsHXYMbSI3KG8rvTgTupPS2gHcMi5XGwBC72F5zf?vD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 3=29(F) 7=-9(F) 4=-19(F) 8=-19(F) 9=-19(F) 10=-4(F) 11=-9(F) 12=-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 16-0308 Truss G Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128883 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:56 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vsHXYMbSI3KG8rvTgTupPS2X1cJM5YBwBC72F5zf?vD 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss H Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128884 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:56 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-vsHXYMbSI3KG8rvTgTupPS2U8cLV5YVwBC72F5zf?vD 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss HPGBL1 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128885 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:57 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-N2rvlib53MS7m_TfDAQ2yganS0hVq_o4PssbnYzf?vC Scale = 1:48.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 3x4 3x4 5x6 5x6 4x6 26-11-13 26-11-13 10-11-11 10-11-11 26-11-13 16-0-2 8-0-08.75 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-0], [10:0-3-0,0-3-0], [22:0-3-0,0-3-0] 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) 0.49 0.14 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 157 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 26-11-13. (lb) - Max Horz 1=27(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 24, 25, 26, 27 Max Grav All reactions 250 lb or less at joint(s) 15, 1, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 except 27=260(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) 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) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 24, 25, 26, 27. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 2,2016 Job 16-0308 Truss HPGBL2 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128886 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:57 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-N2rvlib53MS7m_TfDAQ2ygamG0h9q_e4PssbnYzf?vC Scale = 1:48.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 3x4 3x4 3x4 3x4 16-0-2 16-0-2 11-4-2 11-4-2 16-0-2 4-8-0 8-3-48.75 12 Plate Offsets (X,Y)-- [6:0-2-0,0-2-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.57 0.16 0.17 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: 86 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-0-2. (lb) - Max Horz 1=15(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 13, 14, 16, 17 Max Grav All reactions 250 lb or less at joint(s) 1, 10, 11, 12, 13, 14, 16 except 17=353(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-17=-267/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); 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) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 13, 14, 16, 17. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 2,2016 Job 16-0308 Truss HPGBL3 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128887 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:58 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-rFPIz2cjqga_N82snuxHVt7tjQ_CZShDeWc9K_zf?vB Scale = 1:73.7 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 5x6 4x6 5x6 5x6 3x4 5x6 20-10-0 20-10-0 20-10-0 20-10-0 12-7-4Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [12:Edge,0-3-8], [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) 0.78 0.36 0.12 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: 212 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 No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-12, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-25, 12-13, 2-24, 3-23, 4-22, 5-21, 6-19, 7-18, 8-17, 9-16, 10-15, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-10-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 24, 22, 21, 19, 18, 17, 16 except 13=-105(LC 5), 14=-179(LC 4) Max Grav All reactions 250 lb or less at joint(s) 25, 13, 24, 23, 22, 21, 19, 18, 17, 16, 15, 14 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 2-0-0 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, 18, 17, 16 except (jt=lb) 13=105, 14=179. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 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. March 2,2016 Job 16-0308 Truss I Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128888 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:58 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rFPIz2cjqga_N82snuxHVt7vwQ1kZQmDeWc9K_zf?vB 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss J Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128889 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:59 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JRzgAOdLb_ir?Id2LbSW15g69qNrIuxNtALisQzf?vA 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss K Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128890 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:58:59 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JRzgAOdLb_ir?Id2LbSW15g6rqMpIuONtALisQzf?vA 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss L Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128891 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:00 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-ndX2OkezMHqidSCEvJzlaICEZEgp1LmW6q5FOtzf?v9 Scale = 1:23.0 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss M Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128892 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:00 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-ndX2OkezMHqidSCEvJzlaICHqEgl1JNW6q5FOtzf?v9 Scale = 1:51.5 1 2 3 4 5 10 9 8 7 6 4x9 2x4 2x4 3x8 2x4 3x4 5x6 3x4 5x6 1-3-8 1-3-8 5-1-15 3-10-7 8-0-6 2-10-7 -0-11-4 0-11-4 1-3-8 1-3-8 5-1-15 3-10-7 7-10-14 2-8-15 8-0-6 0-1-8 1-6-38-3-08-4-126-11-81-3-87-3-01-0-08-3-016.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-2], [4:0-6-9,0-2-0] 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) 0.48 0.30 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.02 (loc) 7-8 7-8 6 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 *Except* 3-9: 2x4 SPF Stud/No.3 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=379/0-3-8, 6=305/Mechanical Max Horz 10=136(LC 4) Max Uplift 10=-57(LC 4), 6=-87(LC 4) Max Grav 10=382(LC 8), 6=319(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-282/98, 2-10=-414/93 WEBS 4-6=-266/83, 2-9=0/261 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) 10, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss N Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128893 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:01 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Fp5Qb4eb7byZEcnRS0U_6WlUqd1_mn4gKUqpwJzf?v8 Scale = 1:44.5 1 2 3 4 5 10 9 8 7 6 4x9 2x4 2x4 3x6 2x4 3x4 4x6 3x4 3x4 1-3-8 1-3-8 4-3-7 2-11-15 8-0-6 3-8-15 -0-11-4 0-11-4 1-3-8 1-3-8 4-3-7 2-11-15 7-10-14 3-7-7 8-0-6 0-1-8 1-6-37-1-07-2-125-9-81-3-86-1-01-0-07-1-016.00 12 Plate Offsets (X,Y)-- [4:0-6-9,0-2-0] 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) 0.34 0.23 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.02 (loc) 7-8 7-8 6 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 *Except* 3-9: 2x4 SPF Stud/No.3 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=379/0-3-8, 6=305/Mechanical Max Horz 10=129(LC 4) Max Uplift 10=-66(LC 4), 6=-84(LC 4) Max Grav 10=379(LC 1), 6=313(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-294/104, 2-10=-402/97 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) 10, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss O Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128894 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:01 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Fp5Qb4eb7byZEcnRS0U_6WlWGd1KmomgKUqpwJzf?v8 Scale = 1:36.4 1 2 3 4 5 10 9 8 7 6 4x9 2x4 2x4 3x6 2x4 3x4 3x6 3x4 3x4 1-3-8 1-3-8 3-4-15 2-1-7 8-0-6 4-7-7 -0-11-4 0-11-4 1-3-8 1-3-8 3-4-15 2-1-7 7-10-14 4-5-15 8-0-6 0-1-8 1-6-35-11-06-0-124-7-81-3-84-11-01-0-05-11-016.00 12 Plate Offsets (X,Y)-- [4:0-6-9,0-2-0] 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) 0.25 0.21 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.02 (loc) 6-7 6-7 6 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 *Except* 3-9: 2x4 SPF Stud/No.3 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=379/0-3-8, 6=305/Mechanical Max Horz 10=122(LC 4) Max Uplift 10=-75(LC 4), 6=-82(LC 4) Max Grav 10=379(LC 1), 6=308(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-302/105, 2-10=-395/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) 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) 10, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss P Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128895 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:01 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-Fp5Qb4eb7byZEcnRS0U_6WlUod1XmoxgKUqpwJzf?v8 Scale = 1:30.3 1 2 3 4 5 10 9 8 7 6 4x9 2x8 2x4 3x6 2x4 3x4 3x6 3x4 4x6 1-3-8 1-3-8 2-6-7 1-2-15 8-0-6 5-5-15 -0-11-4 0-11-4 1-3-8 1-3-8 2-6-7 1-2-15 7-10-14 5-4-7 8-0-6 0-1-8 1-6-34-9-04-10-123-5-81-3-83-9-01-0-04-9-016.00 12 Plate Offsets (X,Y)-- [4:0-6-9,0-2-0] 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) 0.34 0.20 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-9: 2x4 SPF Stud/No.3 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=379/0-3-8, 6=305/Mechanical Max Horz 10=115(LC 4) Max Uplift 10=-83(LC 4), 6=-79(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-296/95, 2-10=-391/105 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) 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) 10, 6. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss PB1 Truss Type SPECIAL Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128896 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:02 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-k0eooQfDuv4QsmMd0k?DfjIj01P7VGRpZ8aMTlzf?v7 Scale = 1:23.6 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 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)-- [4:0-2-0,Edge], [6:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 2,2016 Job 16-0308 Truss PB2 Truss Type SPECIAL Qty 8 Ply 1 PARKSIDE C Job Reference (optional) I26128897 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4zShs7jMiRjiyXEapHbOMn?ZA26PAXoYjPH78zzf?v2 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 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. March 2,2016 Job 16-0308 Truss PB3 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128898 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4zShs7jMiRjiyXEapHbOMn?bk27tAXAYjPH78zzf?v2 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 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. March 2,2016 Job 16-0308 Truss PB4 Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I26128899 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YA043Tk_TlrZahpnN_6dv_YmUST6v_Qix31ggPzf?v1 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 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. March 2,2016 Job 16-0308 Truss PB5 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128900 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:08 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-YA043Tk_TlrZahpnN_6dv_YmwST2v_gix31ggPzf?v1 Scale = 1:13.6 1 2 3 4 5 7 6 3x4 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], [4:0-1-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss PB6 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128901 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0MaSGplcE2zQCqOzwidsRC4xespGeRvrAjmEDrzf?v0 Scale = 1:13.9 1 2 3 4 5 7 6 3x4 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], [4:0-1-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss PB7 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128902 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0MaSGplcE2zQCqOzwidsRC4vZsnweRtrAjmEDrzf?v0 Scale = 1:27.7 1 2 3 4 5 6 7 8 3x4 3x4 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], [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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss PB8 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128903 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:09 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-0MaSGplcE2zQCqOzwidsRC4pssnteQfrAjmEDrzf?v0 Scale = 1:43.8 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) 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. March 2,2016 Job 16-0308 Truss PB9 Truss Type GABLE Qty 4 Ply 1 PARKSIDE C Job Reference (optional) I26128904 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:10 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-VY7qU9lE?M5Hp_z9UP95_Pd4MG8SNtR_PNWnlIzf?v? 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 7-5-11 2-9-54-2-114-4-50-0-40-1-20-1-107.00 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. March 2,2016 Job 16-0308 Truss PB10 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128905 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:03 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-CCCB0lgrfCCHUvxpaRWSCxqrLRlcEjFyooJv?Bzf?v6 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 3x4 3x8 3x4 2x4 2x4 2x4 3x8 3x8 3x8 3x8 3x8 3x8 3x4 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) 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. March 2,2016 Job 16-0308 Truss PB11 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128906 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:04 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-gOmZD5hUQWK853W?882hk8N00r5pz8z60S3TXezf?v5 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 3x4 3x4 3x4 3x4 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 2,2016 Job 16-0308 Truss PB12 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128907 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:05 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-8bKxRRi6BqS?jD5ChsZwHMwDnFR4idPFF6o034zf?v4 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 3x4 3x4 3x4 3x4 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) 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. March 2,2016 Job 16-0308 Truss PB13 Truss Type GABLE Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128908 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:06 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cnuJenikx7arLNgOFZ49pZSMQenIR3vPUlYacWzf?v3 Scale = 1:54.5 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 2019 18 17 16 15 14 13 25 26 5x6 6x8 3x4 3x4 3x4 31-3-12 31-3-12 2-5-13 2-5-13 6-2-11 3-8-14 31-3-12 25-1-1 2-9-54-2-111-10-04-4-50-1-101-10-00-1-107.00 12 Plate Offsets (X,Y)-- [3:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 0.28 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: 96 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-7,7-12: 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.): 3-12. 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 24=-4(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 24, 22, 21, 19, 17, 16, 15, 14 except 13=-150(LC 17) Max Grav All reactions 250 lb or less at joint(s) 24, 13 except 23=347(LC 18), 22=395(LC 25), 21=526(LC 17), 19=504(LC 17), 17=472(LC 17), 16=503(LC 17), 15=522(LC 17), 14=481(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-23=-277/0, 4-22=-313/97, 5-21=-446/76, 6-19=-424/76, 8-17=-392/76, 9-16=-423/75, 10-15=-441/78, 11-14=-404/81 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) 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) 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 4-0-0 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) 24, 22, 21, 19, 17, 16, 15, 14 except (jt=lb) 13=150. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) 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. March 2,2016 Job 16-0308 Truss PB14 Truss Type SPECIAL Qty 5 Ply 1 PARKSIDE C Job Reference (optional) I26128909 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:06 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-cnuJenikx7arLNgOFZ49pZSP8eo_R4pPUlYacWzf?v3 Scale = 1:18.9 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) 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. March 2,2016 Job 16-0308 Truss PB15 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128910 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:07 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-4zShs7jMiRjiyXEapHbOMn?a827GAXtYjPH78zzf?v2 Scale = 1:14.7 1 2 3 4 5 7 6 8 3x4 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)-- [4:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. March 2,2016 Job 16-0308 Truss Q Truss Type JACK Qty 8 Ply 1 PARKSIDE C Job Reference (optional) I26128911 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:10 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-VY7qU9lE?M5Hp_z9UP95_Pd2rG7QNuV_PNWnlIzf?v? 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) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss RGR Truss Type JACK Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128912 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-zlhChVmtmgD8R8YM27gKWdA51fVD6LA8d1FLHkzf?v_ 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) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss S Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE C Job Reference (optional) I26128913 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:11 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-zlhChVmtmgD8R8YM27gKWdA8wfJo6Ho8d1FLHkzf?v_ Scale: 3/16"=1’ 1 2 3 4 5 6 9 8 7 10 11 123x4 4x9 4x6 3x4 3x6 3x4 2x4 3x4 3x4 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) 0.62 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 Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 spacing of 20-0-0 oc. 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=-45/670, 6-10=-45/670 BOT CHORD 2-9=-55/928, 7-9=0/492 WEBS 3-9=-425/149, 5-9=-3/602, 5-7=-771/128 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. March 2,2016 Job 16-0308 Truss T Truss Type SPECIAL Qty 7 Ply 1 PARKSIDE C Job Reference (optional) I26128914 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-RxFavqnVXzL?3I7YcqBZ3qiIr3kBrk2Hsh?uoAzf?uz Scale = 1:65.0 1 23 4 5 6 12 11 10 9 8 7 13 14 15 6x12 3x6 4x9 3x4 3x8 4x9 3x4 2x8 2x4 2x4 6x8 6x14 3x4 2-3-8 2-3-8 9-5-8 7-2-0 16-7-8 7-2-0 18-10-8 2-3-0 -0-11-4 0-11-4 2-3-8 2-3-8 9-5-8 7-2-0 16-7-8 7-2-0 18-10-8 2-3-0 0-4-411-4-67-2-611-4-61-0-07.00 12 Plate Offsets (X,Y)-- [1:0-6-4,0-0-0], [4:0-2-0,0-2-12], [5:0-4-10,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) 0.67 0.51 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.28 0.22 (loc) 3-11 3-11 14 l/defl >999 >780 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x8 SP 2250F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-12: 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 4-11,7-9: 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 6-0-0 oc bracing. Except: 1 Row at midpt 5-9 WEBS 1 Row at midpt 4-9 spacing of 20-0-0 oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=714/0-3-8, 14=696/0-3-8 Max Horz 1=121(LC 6) Max Uplift 14=-96(LC 6) Max Grav 1=751(LC 12), 14=833(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-705/0, 3-4=-1052/0, 4-5=-366/13, 5-6=-353/50 BOT CHORD 1-12=-38/342, 3-11=-9/892, 9-11=-5/898, 5-9=-543/58 WEBS 4-11=0/337, 4-9=-918/132, 6-9=-59/1026 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) 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. March 2,2016 Job 16-0308 Truss T01 Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128915 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:12 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-RxFavqnVXzL?3I7YcqBZ3qiPY3pkrm8Hsh?uoAzf?uz Scale: 3/8"=1’ 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)-- [2:0-2-1,0-3-0], [9:0-2-1,0-3-0], [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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.24 0.16 0.18 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, 12=245/5-0-0 Max Horz 13=4(LC 4) Max Uplift 13=-103(LC 4), 12=-98(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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) 12 except (jt=lb) 13=103. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) 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. March 2,2016 Job 16-0308 Truss T02 Truss Type Roof Special Supported Gable Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128916 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-v7pz6Ao7IHTsgSik9Xioc2Fb6TAFaDER5LkRLczf?uy Scale = 1:39.6 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)-- [2:0-2-1,0-3-0], [10:0-2-1,0-3-0] 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 IRC2006/TPI2002 CSI. TC BC WB (Matrix) 0.19 0.01 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10-11 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 7-05; 90mph; 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 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) 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. March 2,2016 Job 16-0308 Truss U Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128917 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:13 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-v7pz6Ao7IHTsgSik9Xioc2FZqT8OaDwR5LkRLczf?uy Scale = 1:74.2 1 2 3 4 5 6 9 8 7 3x4 3x4 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 2-7-012-7-1512-4-70-3-812-7-1516.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [5:0-1-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 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: 66 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 spacing of 20-0-0 oc. 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/Mechanical Max Horz 9=511(LC 4) Max Uplift 7=-401(LC 4) Max Grav 9=406(LC 1), 7=537(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-374/31 BOT CHORD 8-9=-463/296 WEBS 3-7=-391/332, 2-8=-124/355 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=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) 7=401. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss V Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128918 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:14 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NKNLKWpl3bbjIcHwjFD18FnjqtRDJYAaK?U?t3zf?ux Scale = 1:71.4 1 2 3 4 5 8 7 6 4x6 3x4 3x8 4x6 2x4 3x4 2x4 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] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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) 0.32 0.35 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.00 (loc) 7-8 7-8 6 l/defl >999 >513 n/a L/d 240 180 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 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=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=-81/359, 5-6=-551/279, 2-8=-204/365 WEBS 3-7=-300/330, 5-7=-262/518, 3-8=-594/107 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss V1 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128919 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:14 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-NKNLKWpl3bbjIcHwjFD18FniptV3JgjaK?U?t3zf?ux 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss V2 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128920 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rWxjXspNqujawls7HykGhTKtNHrJ26XjYfDYPVzf?uw 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss V3 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128921 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rWxjXspNqujawls7HykGhTKuKHrH286jYfDYPVzf?uw Scale = 1:56.7 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], [8:0-5-8,0-1-8], [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) 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 spacing of 20-0-0 oc. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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. March 2,2016 Job 16-0308 Truss V4 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128922 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:15 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-rWxjXspNqujawls7HykGhTKvvHrF28sjYfDYPVzf?uw Scale: 1/4"=1’ 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) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss V5 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128923 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:16 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JiV5kCq?bCrRXvQJrgFVDgt_VgA9naztnJz5xxzf?uv Scale = 1:45.0 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) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss V6 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128924 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:16 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-JiV5kCq?bCrRXvQJrgFVDgtz4gBCnbwtnJz5xxzf?uv Scale = 1:37.0 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) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss V7 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128925 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:17 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nu2TyYrdMWzI93?VONnkmuPDB4XLW3j00zifUOzf?uu Scale = 1:29.7 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) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss V8 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128926 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:17 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nu2TyYrdMWzI93?VONnkmuPGL4YLW3_00zifUOzf?uu 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) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss V9 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128927 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:17 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-nu2TyYrdMWzI93?VONnkmuPIG4XyW3E00zifUOzf?uu Scale = 1:12.5 1 2 3 2x4 3x4 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,0-3-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB (Matrix) 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. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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. March 2,2016 Job 16-0308 Truss W Truss Type MONO HIP Qty 1 Ply 1 PARKSIDE C Job Reference (optional) I26128928 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:18 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-G5cs9usG7p59nDaiy5IzI5yL_UqXFU_AEdSC0qzf?ut Scale = 1:34.0 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. March 2,2016 Job 16-0308 Truss X Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128929 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:18 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-G5cs9usG7p59nDaiy5IzI5yQxUt4FUoAEdSC0qzf?ut Scale = 1:21.3 1 2 3 4 5 8 7 6 9 10 11 12 13 4x6 2x4 2x4 3x10 3x4 3x6 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) 0.25 0.10 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=465(LC 16), 6=365(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/108, 3-4=-325/151, 2-8=-412/123 BOT CHORD 6-7=-63/265 WEBS 3-7=-237/356, 4-6=-376/137, 2-7=-110/421 NOTES- 1) Wind: ASCE 7-10; 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) 190 lb down and 269 lb up at 0-8-3, 99 lb down and 66 lb up at 2-2-4, and 99 lb down and 66 lb up at 4-2-4, and 99 lb down and 66 lb up at 6-2-4 on top chord, and 40 lb down and 111 lb up at 0-8-3, 29 lb down and 23 lb up at 2-2-4, and 29 lb down and 23 lb up at 4-2-4, and 29 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. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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. March 2,2016 Job 16-0308 Truss X Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128929 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:18 2016 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-G5cs9usG7p59nDaiy5IzI5yQxUt4FUoAEdSC0qzf?ut 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 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 16-0308 Truss Y Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128930 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:19 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-kHAENEsuu7D?ON9uWopCrJVaru8b_qtJTHBmYGzf?us Scale = 1:70.4 1 2 3 4 5 8 7 6 4x6 3x4 3x8 4x6 2x4 3x4 2x4 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] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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) 0.30 0.33 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.00 (loc) 7-8 7-8 6 l/defl >999 >553 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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=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=-79/357, 5-6=-536/284, 2-8=-205/364 WEBS 3-7=-293/324, 5-7=-266/500, 3-8=-583/96 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 Job 16-0308 Truss Z Truss Type MONO HIP Qty 2 Ply 1 PARKSIDE C Job Reference (optional) I26128931 8.000 s Jan 5 2016 MiTek Industries, Inc. Wed Mar 02 08:59:19 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-kHAENEsuu7D?ON9uWopCrJVQ4uA2_ylJTHBmYGzf?us Scale = 1:60.9 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) 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. March 2,2016 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.