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HomeMy WebLinkAboutTrussRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Liu, Xuegang Pages or sheets covered by this seal: I28901853 thru I28901895 My license renewal date for the state of Indiana is July 31, 2018. 1700094 Truss Engineer’s responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: PARKSIDE A 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. January 31,2017 Job 1700094 Truss A Truss Type COMMON Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901853 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-l6gdRFo96IRP2PCyTCEq8BTgwmZWOd5okn98FLzpovG Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 5x6 3x6 5x6 3x6 3x4 2x4 3x4 3x6 3x4 3x6 3x4 2x4 3x8 3x6 8-5-13 8-5-13 16-9-10 8-3-13 25-1-7 8-3-13 33-5-4 8-3-13 42-0-0 8-6-12 -0-11-4 0-11-4 7-1-6 7-1-6 14-0-11 6-11-5 21-0-0 6-11-5 27-11-5 6-11-5 34-10-10 6-11-5 42-0-0 7-1-6 42-11-4 0-11-4 0-6-612-9-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [10:0-0-9,0-1-0], [10:0-1-3,0-6-0], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.73 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.40 0.07 (loc) 2-17 2-17 12 l/defl >999 >988 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 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* 3-17,9-12: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. WEBS 1 Row at midpt 5-15, 6-14, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1340/0-3-8, 12=1949/0-3-8, 10=178/0-3-8 Max Uplift 2=-102(LC 6), 12=-136(LC 6), 10=-21(LC 6) Max Grav 2=1432(LC 12), 12=2168(LC 12), 10=221(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2211/139, 3-5=-2123/218, 5-6=-1475/245, 6-7=-1052/217, 7-9=0/485, 9-10=-57/396 BOT CHORD 2-17=-25/1779, 15-17=0/1281, 14-15=0/756, 12-14=0/589, 10-12=-273/103 WEBS 3-17=-420/164, 5-17=-64/712, 5-15=-794/198, 6-15=-94/968, 6-14=-324/0, 7-14=0/494, 7-12=-1776/95, 9-12=-505/169 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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) 10 except (jt=lb) 2=102, 12=136. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss A1 Truss Type COMMON Qty 5 Ply 1 PARKSIDE A Job Reference (optional) I28901854 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-hVoNsxqQewh6HiMLbdHIDcY2raI?sZ45B4eFKEzpovE Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 3x6 5x6 3x6 3x8 3x6 3x4 2x4 3x4 3x6 4x6 3x4 3x4 2x4 3x8 3x6 8-11-3 8-11-3 17-10-4 8-11-1 17-10-12 0-0-8 24-0-5 6-1-9 32-11-14 8-11-9 42-0-0 9-0-2 -0-11-4 0-11-4 7-1-6 7-1-6 14-0-11 6-11-5 21-0-0 6-11-5 27-11-5 6-11-5 34-10-10 6-11-5 42-0-0 7-1-6 42-11-4 0-11-4 0-6-612-9-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-0], [2:0-1-3,0-6-0], [2:0-3-8,Edge], [10:0-0-9,0-1-0], [10:0-1-3,0-6-0], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.54 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.37 0.02 (loc) 10-12 10-12 10 l/defl >999 >776 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 3-17,9-12: 2x4 SPF Stud/No.3, 6-15,6-14: 2x4 SPF-S 1650F 1.6E WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-15, 6-14, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=491/0-3-8, 15=2163/0-3-8, 10=813/0-3-8 Max Uplift 2=-48(LC 6), 15=-142(LC 6), 10=-69(LC 6) Max Grav 2=553(LC 9), 15=2399(LC 12), 10=890(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/39, 3-5=-380/103, 5-6=0/654, 6-7=-335/166, 7-9=-1006/141, 9-10=-1186/79 BOT CHORD 2-17=0/386, 15-17=-301/148, 14-15=-275/211, 12-14=0/474, 10-12=0/923 WEBS 3-17=-471/164, 5-17=-43/756, 5-15=-827/187, 6-15=-1546/60, 6-14=-84/901, 7-14=-818/186, 7-12=-39/731, 9-12=-449/163 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10 except (jt=lb) 15=142. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss AG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901855 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:40 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-9hMl3Hq2PDpzvsxX8LoXmp5PA_m2b9tEQkNosgzpovD Scale = 1:83.7 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3x6 5x6 3x6 3x8 3x6 3x8 3x6 42-0-0 42-0-0 -0-11-4 0-11-4 21-0-0 21-0-0 42-0-0 21-0-0 42-11-4 0-11-4 0-6-612-9-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-0], [2:0-1-3,0-6-0], [2:0-3-8,Edge], [34:0-0-9,0-1-0], [34:0-1-3,0-6-0], [34:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.10 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 34 35 34 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 326 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 *Except* 18-51,17-52,16-53,15-54,14-55,13-56,19-50,20-49,21-48,22-47,23-46: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 18-51, 17-52, 16-53, 15-54, 14-55, 13-56, 19-50, 20-49, 21-48, 22-47, 23-46 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 42-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 51, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 34 Max Grav All reactions 250 lb or less at joint(s) 2, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 50, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 34 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) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 51, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 49, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 34. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss B Truss Type SPECIAL Qty 4 Ply 1 PARKSIDE A Job Reference (optional) I28901856 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:41 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-duv8HdrgAXxqW0Wji2JmJ1eSmNxxKaFNfO7MO6zpovC 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-S 0.62 0.77 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.34 (loc) 2-9 2-9 11 l/defl >999 >486 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-9,5-9: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=812/0-5-8, 11=715/0-3-8 Max Horz 2=144(LC 6) Max Uplift 2=-26(LC 6), 11=-94(LC 6) Max Grav 2=839(LC 9), 11=869(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1090/2, 3-5=-873/17, 7-10=-45/666, 6-10=-45/666 BOT CHORD 2-9=-55/915, 7-9=0/489 WEBS 3-9=-416/148, 5-9=-3/592, 5-7=-766/128 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. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss BG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901857 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:42 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-64TWUzsIxr3h8A4wGlq?rEAeAnNM34ZXt2svxYzpovB Scale = 1:66.6 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 3x4 4x6 4x6 3x4 3x4 18-7-0 18-7-0 -0-11-4 0-11-4 18-7-0 18-7-0 0-4-411-2-57.00 12 Plate Offsets (X,Y)-- [15:0-3-12,Edge], [16: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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.58 0.31 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 1 1 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 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* 14-17,13-18,12-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-7-0. (lb) - Max Horz 2=45(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 17, 19, 20, 21, 22, 23, 24, 25, 26, 28 Max Grav All reactions 250 lb or less at joint(s) 16, 2, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 except 28=386(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-28=-280/89 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 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) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 17, 19, 20, 21, 22, 23, 24, 25, 26, 28. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss C Truss Type SPECIAL Qty 7 Ply 1 PARKSIDE A Job Reference (optional) I28901858 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:9ERSecQw35eEMt0SP88yiByCh6S-aG1uiJtwi8BYmKf6qTLEOSjnHBfuoUig6icST?zpovA Scale = 1:66.6 1 23 4 5 6 12 11 10 9 8 7 13 14 15 6x12 4x6 4x9 3x4 3x8 4x9 3x4 2x4 2x4 2x4 6x8 5x9 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], [9:0-2-4,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.54 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.27 0.22 (loc) 9-11 3-11 14 l/defl >999 >795 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8, 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=713/0-3-8, 14=693/0-3-8 Max Horz 1=121(LC 6) Max Uplift 14=-97(LC 6) Max Grav 1=751(LC 12), 14=830(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-704/0, 3-4=-1054/0, 4-5=-369/17, 5-6=-386/63 BOT CHORD 1-12=-39/341, 3-11=-9/894, 9-11=-5/900 WEBS 5-9=-571/67, 4-11=0/350, 4-9=-921/128, 6-9=-93/1054 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 1, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss CG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901859 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:43 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-aG1uiJtwi8BYmKf6qTLEOSjrEBjEoYgg6icST?zpovA Scale = 1:27.6 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 5 4 6 3x10 3x6 2x8 -0-11-4 0-11-4 5-11-8 5-11-8 0-9-124-3-71-8-32-7-57.00 12 5.69 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [5:0-1-4,Edge], [5:0-0-13,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.43 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.04 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=298/5-11-8, 4=220/5-11-8 Max Horz 5=121(LC 6) Max Uplift 5=-43(LC 6), 4=-47(LC 6) Max Grav 5=302(LC 9), 4=260(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-313/106 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-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) 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 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss D Truss Type SPECIAL Qty 7 Ply 1 PARKSIDE A Job Reference (optional) I28901860 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:44 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-2TbGveuYTSJPNUEINAsTwfF_db3vXpbqLML0?Rzpov9 Scale = 1:82.3 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 3x4 4x6 3x4 6x8 3x4 3x4 5x6 6x6 5x6 3x6 3x6 3x6 3x6 3x6 3x4 3x4 5-11-15 5-11-15 12-1-12 6-1-13 12-3-8 0-1-12 21-8-12 9-5-4 24-10-8 3-1-12 -0-11-4 0-11-4 5-11-15 5-11-15 12-3-8 6-3-9 17-0-2 4-8-10 21-8-12 4-8-10 24-10-8 3-1-12 0-9-1215-3-144-10-011-1-1410-5-147.00 12 5.69 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-5-6], [14:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.30 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.04 (loc) 14-15 14-15 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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 SLIDER Left 2x6 SPF No.2 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=348/0-5-8, 14=1386/0-3-8, 17=274/0-3-8 Max Horz 2=408(LC 6) Max Uplift 14=-192(LC 6), 17=-82(LC 6) Max Grav 2=348(LC 1), 14=1597(LC 12), 17=458(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-469/4, 4-6=-280/798, 7-8=-552/14, 11-16=-67/404, 10-16=-67/404 BOT CHORD 2-15=-387/637, 14-15=-327/513, 13-14=-684/9, 11-12=-68/386 WEBS 4-15=-87/390, 4-14=-1016/322, 6-14=-834/188, 6-13=-64/596, 7-12=0/306, 8-11=-516/110, 7-13=-506/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 14=192. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss D1 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901861 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-_rj1KKvp?3a7dnOhVbvx04LK6OlN?j47ogq74Kzpov7 Scale = 1:82.3 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 3x4 4x6 3x4 6x8 3x4 3x4 5x6 6x6 5x6 3x6 3x6 3x6 3x6 3x6 3x4 3x4 5-11-15 5-11-15 12-1-12 6-1-13 12-3-8 0-1-12 21-8-12 9-5-4 24-10-8 3-1-12 -0-11-4 0-11-4 5-11-15 5-11-15 12-3-8 6-3-9 17-0-2 4-8-10 21-8-12 4-8-10 24-10-8 3-1-12 0-9-1215-3-144-10-011-1-1410-5-147.00 12 5.69 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-5-6], [14:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.30 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.04 (loc) 14-15 14-15 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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 SLIDER Left 2x6 SPF No.2 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=348/0-5-8, 14=1386/0-3-8, 17=274/0-3-8 Max Horz 2=408(LC 6) Max Uplift 14=-192(LC 6), 17=-82(LC 6) Max Grav 2=348(LC 1), 14=1597(LC 12), 17=458(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-469/4, 4-6=-280/798, 7-8=-552/14, 11-16=-67/404, 10-16=-67/404 BOT CHORD 2-15=-387/637, 14-15=-327/513, 13-14=-684/9, 11-12=-68/386 WEBS 4-15=-87/390, 4-14=-1016/322, 6-14=-834/188, 6-13=-64/596, 7-12=0/306, 8-11=-516/110, 7-13=-506/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 14=192. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss DG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901862 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-S2HPXgwRmNi_Exzt3JQAYHtZ4o87kGoG1Kagcmzpov6 Scale = 1:74.9Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 4x6 3x4 3x4 15-4-0 15-4-0 -1-3-4 1-3-4 7-8-0 7-8-0 15-4-0 7-8-0 16-7-4 1-3-4 2-10-1411-10-32-10-1414.00 12 Plate Offsets (X,Y)-- [9:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.08 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 17 16 18 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 143 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* 9-24,8-25,6-26,10-23,12-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-24, 8-25, 6-26, 10-23, 12-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-4-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 29, 30, 22, 21, 20, 19 except 31=-178(LC 4), 18=-178(LC 4), 24=-301(LC 5) Max Grav All reactions 250 lb or less at joint(s) 31, 18, 25, 26, 27, 29, 30, 23, 22, 21, 20, 19 except 24=643(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-131/291, 5-6=-188/362, 6-8=-262/458, 8-9=-281/467, 9-10=-281/467, 10-12=-262/458, 12-13=-188/362, 13-14=-131/291 WEBS 9-24=-627/328 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-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) 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. 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 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 27, 29, 30, 22, 21, 20, 19 except (jt=lb) 31=178, 18=178, 24=301. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss DORMER Truss Type KINGPOST Qty 15 Ply 1 PARKSIDE A Job Reference (optional) I28901863 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-S2HPXgwRmNi_Exzt3JQAYHtbSo9LkL3G1Kagcmzpov6 Scale = 1:17.4 1 2 3 4 4x6 2x4 2x4 3x10 2x4 3x10 0-8-0 0-8-0 2-3-0 1-7-0 3-10-0 1-7-0 4-6-0 0-8-0 2-3-0 2-3-0 4-6-0 2-3-0 0-3-82-11-00-3-814.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-8-6], [1:0-3-8,0-0-12], [2:Edge,0-1-14], [3:0-0-8,0-0-12], [3:0-2-8,0-3-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 1 4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x10 SP No.2, Right: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 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=159/0-3-8, 3=159/0-3-8 Max Uplift 1=-28(LC 4), 3=-28(LC 4) Max Grav 1=182(LC 7), 3=182(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss DORMERG Truss Type GABLE Qty 3 Ply 1 PARKSIDE A Job Reference (optional) I28901864 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-wEqnl0x3Xhqrs5Y3c0xP5VQm5CUxToePG_JD8Czpov5 Scale = 1:17.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 2x4 2x4 4x6 2x4 4-6-0 4-6-0 2-3-0 2-3-0 4-6-0 2-3-0 0-3-82-11-00-3-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-0 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=108/4-6-0, 3=108/4-6-0, 4=121/4-6-0 Max Uplift 1=-37(LC 4), 3=-37(LC 4) Max Grav 1=129(LC 7), 3=129(LC 7), 4=128(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) 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss E Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901865 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-wEqnl0x3Xhqrs5Y3c0xP5VQgcCQrTcaPG_JD8Czpov5 Scale = 1:82.3 12 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 3x4 4x6 3x4 6x8 3x4 3x4 5x6 6x6 5x6 3x6 3x6 3x6 3x6 3x6 3x4 3x4 5-11-15 5-11-15 12-1-12 6-1-13 12-3-8 0-1-12 21-8-12 9-5-4 24-10-8 3-1-12 -0-11-4 0-11-4 5-11-15 5-11-15 12-3-8 6-3-9 17-0-2 4-8-10 21-8-12 4-8-10 24-10-8 3-1-12 0-9-1215-3-144-10-011-1-1410-5-147.00 12 5.69 12 10.00 12 Plate Offsets (X,Y)-- [2:0-2-11,0-5-6], [14:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.30 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.04 (loc) 14-15 14-15 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 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 SLIDER Left 2x6 SPF No.2 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=348/0-5-8, 14=1386/0-3-8, 17=274/0-3-8 Max Horz 2=408(LC 6) Max Uplift 14=-192(LC 6), 17=-82(LC 6) Max Grav 2=348(LC 1), 14=1597(LC 12), 17=458(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-469/4, 4-6=-280/798, 7-8=-552/14, 11-16=-67/404, 10-16=-67/404 BOT CHORD 2-15=-387/637, 14-15=-327/513, 13-14=-684/9, 11-12=-68/386 WEBS 4-15=-87/390, 4-14=-1016/322, 6-14=-834/188, 6-13=-64/596, 7-12=0/306, 8-11=-516/110, 7-13=-506/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 14=192. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss EG Truss Type GABLE Qty 2 Ply 1 PARKSIDE A Job Reference (optional) I28901866 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-OQO9yMxhH_yiUF7GAkSedizo0ckZCF9ZUe3ngezpov4 Scale = 1:14.9 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 2x4 2x4 2x4 -0-11-4 0-11-4 5-11-8 5-11-8 0-3-152-3-124.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.66 0.40 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.07 0.00 (loc) 1 1 4 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)4=228/5-11-8, 2=293/5-11-8 Max Horz 2=42(LC 6) Max Uplift 4=-61(LC 6), 2=-97(LC 6) Max Grav 4=249(LC 9), 2=299(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss FG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901867 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-OQO9yMxhH_yiUF7GAkSedizvUcoSCFRZUe3ngezpov4 Scale = 1:19.5 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 4x6 3x4 2x8 3x4 2x8 2x4 8-0-0 8-0-0 -1-3-4 1-3-4 4-0-0 4-0-0 8-0-0 4-0-0 9-3-4 1-3-4 0-6-92-2-90-6-95.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2], [2:0-2-12,Edge], [4:0-0-0,0-1-2], [4:0-2-12,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-P 0.25 0.15 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=248/8-0-0, 4=248/8-0-0, 6=297/8-0-0 Max Uplift 2=-116(LC 6), 4=-116(LC 6), 6=-12(LC 6) Max Grav 2=248(LC 9), 4=248(LC 10), 6=304(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 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=116, 4=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss FGR Truss Type HOWE Qty 1 Ply 3 PARKSIDE A Job Reference (optional) I28901868 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-LpWwN2zxpcCQjYHeI8U6j72GnPRzg5HsyyYulXzpov2 Scale = 1:71.1 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819 2x4 4x6 3x6 4x6 3x4 3x4 3x6 3x8 3x4 3x6 2x4 3x6 2-11-11 2-11-11 7-8-0 4-8-5 12-4-5 4-8-5 15-4-0 2-11-11 2-11-11 2-11-11 7-8-0 4-8-5 12-4-5 4-8-5 15-4-0 2-11-11 16-7-4 1-3-4 2-10-1411-10-32-10-1414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.34 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.05 0.00 (loc) 9-10 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 337 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* 3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)13=2686/0-3-8, 8=4163/0-3-8 Max Horz 13=-73(LC 12) Max Uplift 13=-854(LC 9), 8=-70(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1648/448, 2-3=-1636/248, 3-5=-1634/249, 5-6=-2228/145, 1-13=-2230/438, 6-8=-3099/122 BOT CHORD 10-12=-231/1043, 9-10=0/1412 WEBS 2-12=-599/0, 3-10=-490/2039, 5-9=-67/782, 5-10=-672/143, 1-12=-318/1403, 6-9=0/1895 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=854. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 416 lb down and 456 lb up at 0-1-12, 416 lb down and 456 lb up at 2-4-12, 446 lb down and 425 lb up at 4-4-12, 446 lb down and 425 lb up at 6-4-12, 446 lb down and 425 lb up at 8-4-12, and 1175 lb down at 14-4-12, and 337 lb down at 15-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 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. January 31,2017 Job 1700094 Truss FGR Truss Type HOWE Qty 1 Ply 3 PARKSIDE A Job Reference (optional) I28901868 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:51 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-LpWwN2zxpcCQjYHeI8U6j72GnPRzg5HsyyYulXzpov2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 8-13=-20, 1-3=-60, 3-6=-60, 6-7=-60 Concentrated Loads (lb) Vert: 13=-416 9=-940 8=-337(B) 14=-416 15=-446 16=-446 17=-446 18=-940 19=-1175(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 1700094 Truss G Truss Type MONO TRUSS Qty 16 Ply 1 PARKSIDE A Job Reference (optional) I28901869 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-p?4IaO_aavKGLirrrs0LFLbLDpn7Pcu?AcHRHzzpov1 Scale = 1:15.5 1 2 3 4 5 2x4 2x4 2x4 5-11-8 5-11-8 -0-11-4 0-11-4 5-10-0 5-10-0 5-11-8 0-1-8 0-3-152-3-124.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.54 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.00 (loc) 2-4 2-4 4 l/defl >999 >440 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=298/0-3-8, 4=220/0-3-8 Max Horz 2=42(LC 6) Max Uplift 2=-103(LC 6), 4=-58(LC 6) Max Grav 2=304(LC 9), 4=241(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=103. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss GG Truss Type GABLE Qty 2 Ply 1 PARKSIDE A Job Reference (optional) I28901870 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-lOC2?3?q6Xa_a0?DzH2pKmgnidYytUQIewmYMszpov? Scale = 1:77.7 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6665 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 67 68 69 703x6 3x6 3x6 5x6 5x6 5x6 5x6 40-0-0 40-0-0 13-8-2 13-8-2 23-5-2 9-9-0 40-0-0 16-6-14 40-11-4 0-11-4 4-0-412-0-02-4-012-0-07.00 12 Plate Offsets (X,Y)-- [10:0-1-14,Edge], [13:0-3-0,0-1-12], [21:0-3-0,0-1-12], [25:0-3-0,0-3-0], [46:0-3-0,0-3-0], [55:0-3-0,0-3-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.16 0.06 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 34 34 36 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 381 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 *Except* 7-60,6-61,5-62,4-63,3-64,2-65,26-43,27-42,28-41,29-40,30-39,31-38,32-37,33-36: 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.): 13-21. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 21-48, 20-49, 19-50, 18-51, 17-52, 16-53, 15-54, 14-55, 12-56, 11-57, 9-58, 8-59, 22-47, 23-46, 24-45, 25-44 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 40-0-0. (lb) - Max Horz 66=-36(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 66, 48, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 47, 46, 45, 44, 43, 42, 41, 40, 39 except 37=-103(LC 6) Max Grav All reactions 250 lb or less at joint(s) 66, 36, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-11=-222/263, 11-12=-248/293, 12-13=-244/287, 13-14=-227/273, 14-15=-226/272, 15-16=-226/272, 16-17=-226/272, 17-18=-226/272, 18-19=-226/272, 19-20=-226/272, 20-21=-226/272, 21-22=-252/300, 22-23=-239/283, 23-24=-216/253 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) 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) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 1-4-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 66, 48, 50, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 47, 46, 45, 44, 43, 42, 41, 40, 39 except (jt=lb) 37=103.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. January 31,2017 Job 1700094 Truss GG Truss Type GABLE Qty 2 Ply 1 PARKSIDE A Job Reference (optional) I28901870 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:46:55 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-DamQDP0StqirCAaQX_Z2tzDyS1tBcxgRtaW5uIzpov_ NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700094 Truss HG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901871 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 15:14:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-vkVVQfrJP0LgnsZGGT4H2mjR9mIE8qmuCvAdxRzpoV8 Scale = 1:142.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 31 30 29 28 27 26 25 23 2221 20 19 1817 16 15 14 139 140 141 142 143 144 24 6x8 5x6 6x8 5x6 5x6 5x6 5x6 5x9 5x6 5x6 5x6 5x9 7x12 5x6 6x6 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x10 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 7x12 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 5x6 5x6 5x6 5x6 9-8-14 9-8-14 19-2-2 9-5-4 26-8-0 7-5-14 37-5-4 10-9-4 45-10-4 8-5-0 49-1-11 3-3-7 57-5-5 8-3-11 66-0-8 8-7-3 -0-11-4 0-11-4 9-8-14 9-8-14 19-2-2 9-5-4 26-8-0 7-5-14 34-1-15 7-5-14 41-7-13 7-5-14 49-1-11 7-5-14 57-5-5 8-3-11 66-0-8 8-7-3 0-9-1212-0-02-1-1112-0-07.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-4-8], [5:0-5-8,0-3-4], [128:0-1-3,0-0-4], [12:0-6-0,0-4-12], [13:0-2-8,0-2-8], [73:0-3-12,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.44 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.05 (loc) 29-31 29-31 26 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 855 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SP No.1 *Except* 18-25: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-31,12-15,13-14: 2x4 SPF Stud/No.3, 8-26: 2x4 SPF-S 1650F 1.6E OTHERS 2x4 SPF Stud/No.3 *Except* 32-33,42-43,44-45,49-51,52-53,57-58,60-61,71-72,74-75,83-85,86-87,88-89,90-91,117-118: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-31,29-31,28-29,14-15. WEBS 1 Row at midpt 4-29, 5-28, 6-28, 8-26, 10-26, 10-21, 11-21, 12-21, 13-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-4-0 except (jt=length) 2=0-3-8, 26=0-3-8, 24=0-3-8. (lb) - Max Horz 2=18(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-120(LC 6), 26=-182(LC 6), 21=-186(LC 6), 23=-261(LC 5), 16=-231(LC 5) Max Grav All reactions 250 lb or less at joint(s) 22, 20, 19, 17 except 2=1629(LC 26), 26=2835(LC 17), 21=848(LC 17), 15=824(LC 22), 14=346(LC 22), 24=432(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-139=-2495/137, 139-140=-2281/154, 3-140=-2223/166, 3-4=-2192/174, 4-5=-1507/218, 5-141=-930/215, 6-141=-929/215, 6-7=-929/216, 7-8=-929/216, 8-142=0/575, 9-142=0/575, 9-10=0/575, 10-143=0/305, 11-143=0/305, 11-12=-58/542, 13-14=-272/52 BOT CHORD 2-31=-48/2011, 30-31=-48/2011, 29-30=-48/2011, 28-29=0/1080, 27-28=-273/144, 26-27=-273/144, 25-26=-523/164, 24-25=-523/164, 23-24=-523/164, 22-23=-523/164, 21-22=-523/164 WEBS 4-31=0/435, 4-29=-1217/158, 5-29=0/796, 5-28=-899/35, 6-28=-840/143, 8-28=-72/1553, 8-26=-1903/209, 10-26=-836/110, 11-21=-698/87, 12-21=-447/136, 12-15=-615/109 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-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. 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. January 31,2017 Job 1700094 Truss HG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901871 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 15:14:29 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-vkVVQfrJP0LgnsZGGT4H2mjR9mIE8qmuCvAdxRzpoV8 NOTES- 6) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 3x6 MT20 unless otherwise indicated. 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) 14 except (jt=lb) 2=120, 26=182, 21=186, 23=261, 16=231. 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. Job 1700094 Truss HGR Truss Type COMMON Qty 1 Ply 2 PARKSIDE A Job Reference (optional) I28901872 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-lfjTatCU6lja7doUTLrpWLthoTJ_MA7oY3OxRNzpouk Scale = 1:15.6 1 2 3 4 5 6 7 8 9 10 3x4 4x6 3x4 2x4 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 0-6-92-2-90-6-95.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.19 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 4 1-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=864/0-9-4, 3=883/0-9-4 Max Uplift 1=-191(LC 6), 3=-195(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1091/225, 2-3=-1091/225 BOT CHORD 1-4=-157/942, 3-4=-157/942 WEBS 2-4=-86/720 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=191, 3=195. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 72 lb up at 1-0-12, 290 lb down and 72 lb up at 3-0-12, and 290 lb down and 72 lb up at 5-0-12, and 290 lb down and 72 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-3=-20 Concentrated Loads (lb) Vert: 7=-290(B) 8=-290(B) 9=-290(B) 10=-290(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. January 31,2017 Job 1700094 Truss I Truss Type HIP Qty 16 Ply 1 PARKSIDE A Job Reference (optional) I28901873 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-DrHsnDD6t3rRknNh03N23ZQfQtW85Rgxnj8Vzpzpouj Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 3x8 5x6 5x6 3x6 3x8 MT18HS 3x6 3x6 3x8 3x8 3x4 3x8 3x4 3x4 3x6 4x6 4x8 MT18HS 3x6 3x6 6-11-13 6-11-13 13-8-2 6-8-5 23-5-2 9-9-0 31-6-13 8-1-11 40-0-0 8-5-3 6-11-13 6-11-13 13-8-2 6-8-5 18-6-10 4-10-8 23-5-2 4-10-8 28-10-4 5-5-2 34-3-6 5-5-2 40-0-0 5-8-10 40-11-4 0-11-4 4-0-412-0-02-4-012-0-07.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [4:0-3-4,0-1-12], [6:0-3-0,0-1-12], [18:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 0.70 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.51 0.11 (loc) 15-16 15-16 12 l/defl >999 >936 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 223 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,9-13,1-19,1-18,10-12,9-12: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 5-16, 5-15, 7-15, 7-13, 1-19, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)19=1587/0-3-8, 12=1654/0-3-8 Max Horz 19=-36(LC 6) Max Uplift 19=-104(LC 6), 12=-134(LC 6) Max Grav 19=2053(LC 18), 12=2057(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1921/174, 2-4=-1950/247, 4-5=-1574/246, 5-6=-1691/252, 6-7=-2054/259, 7-9=-2378/228, 1-19=-1987/142, 10-12=-298/132 BOT CHORD 16-18=0/1551, 15-16=0/1560, 13-15=0/1908, 12-13=-20/1848 WEBS 2-18=-703/100, 4-16=-23/498, 5-16=-431/58, 6-15=-39/623, 7-15=-619/128, 9-13=0/252, 1-18=-36/1720, 9-12=-2455/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) 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) 19=104, 12=134. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss IG Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901874 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-DrHsnDD6t3rRknNh03N23ZQsYthL5fDxnj8Vzpzpouj Scale = 1:19.5 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 7 6 5 2x4 2x4 2x8 2x4 2x4 -0-11-4 0-11-4 4-3-8 4-3-8 0-9-123-3-137.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)5=10/4-3-8, 7=174/4-3-8, 6=201/4-3-8 Max Horz 7=36(LC 6) Max Uplift 5=-25(LC 7), 7=-40(LC 6), 6=-63(LC 6) Max Grav 5=26(LC 6), 7=181(LC 8), 6=263(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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss J Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901875 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-AEPcCvFNPg59_5X38UPW8_V36hI_ZLvEE1db2izpouh Scale = 1:117.5 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 31 30 28 27 26 25 24 23 22 21 20 19 18 17 32 33 34 35 36 29 6x8 6x8 3x6 3x6 3x6 5x9 7x12 5x9 3x6 7x12 5x9 3x6 6x6 9-8-14 9-8-14 12-0-0 2-3-2 19-2-2 7-2-2 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 43-10-4 6-2-12 49-1-11 5-3-7 57-7-1 8-5-7 66-4-0 8-8-15 -0-11-4 0-11-4 9-8-14 9-8-14 19-2-2 9-5-4 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 43-4-9 5-9-1 49-1-11 5-9-1 57-7-1 8-5-7 66-4-0 8-8-15 67-3-4 0-11-4 0-9-1212-0-01-11-101-0-012-0-07.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-3-4], [12:0-5-8,0-3-0], [24:0-6-0,0-4-8], [26:0-6-0,0-4-8] 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.30 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.17 0.04 (loc) 25-26 2-31 17 l/defl >999 >672 n/a L/d 240 180 n/a PLATES MT20 Weight: 455 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-31,26-28,22-24,14-18,15-17: 2x4 SPF Stud/No.3 11-22: 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.): 5-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-27, 9-23, 3-31, 5-28, 6-25, 7-25, 11-22, 12-22, 14-20 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) 22=0-5-1 (input: 0-3-8), 2=12-3-8, 31=12-3-8. (lb) - Max Horz 2=-12(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 17 except 31=-147(LC 6), 22=-191(LC 6) Max Grav All reactions 250 lb or less at joint(s) 29 except 2=392(LC 20), 31=1922(LC 26), 22=3240(LC 17), 17=1004(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1017/217, 5-6=-1160/238, 6-7=-958/229, 7-9=-958/229, 9-11=-397/195, 11-12=0/526, 12-14=-364/229, 14-15=-1106/105, 15-17=-925/123 BOT CHORD 25-26=0/1163, 24-25=-47/363, 18-20=0/854 WEBS 6-26=-376/165, 9-24=-1444/169, 3-31=-1700/234, 3-28=0/1074, 5-28=-617/36, 26-28=0/790, 5-26=-12/792, 6-25=-384/18, 7-25=-547/128, 9-25=-64/1137, 22-24=-534/192, 11-24=-74/1660, 11-22=-2154/169, 12-22=-1292/58, 12-20=-5/727, 14-20=-1015/140, 14-18=0/338, 15-18=0/721 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 5x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 22 greater than input bearing size.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. January 31,2017 Job 1700094 Truss J Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901875 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:14 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-AEPcCvFNPg59_5X38UPW8_V36hI_ZLvEE1db2izpouh NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17 except (jt=lb) 31=147, 22=191. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700094 Truss J1 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901876 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-eQz_PFG?A_D0bE6GiBwlhB2E25ZSIn_OThM9a8zpoug Scale = 1:117.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 31 32 33 34 6x8 6x8 3x6 3x6 3x6 6x8 7x12 5x9 3x6 7x12 5x9 3x6 6x6 9-8-14 9-8-14 19-2-2 9-5-4 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 45-10-4 8-2-12 49-1-11 3-3-7 57-7-1 8-5-7 66-4-0 8-8-15 -0-11-4 0-11-4 9-8-14 9-8-14 19-2-2 9-5-4 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 43-4-9 5-9-1 49-1-11 5-9-1 57-7-1 8-5-7 66-4-0 8-8-15 67-3-4 0-11-4 0-9-1212-0-01-11-101-0-012-0-07.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-3-4], [12:0-5-8,0-3-0], [24:0-6-0,0-4-8], [26:0-7-4,0-4-8] 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.60 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.29 0.10 (loc) 26 28-30 22 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 461 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-27,9-23: 2x4 SPF-S 1650F 1.6E 3-30,26-28,22-24,14-18,15-17: 2x4 SPF Stud/No.3 11-22: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-9 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-23, 3-28, 5-26, 6-25, 7-25, 11-22, 12-22, 14-20, 15-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1650/0-3-8, 22=3442/0-3-8 (req. 0-6-5), 17=322/0-3-8 Max Horz 2=-12(LC 7) Max Uplift 2=-148(LC 6), 22=-235(LC 6), 17=-58(LC 6) Max Grav 2=1846(LC 26), 22=4043(LC 17), 17=713(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2919/223, 3-5=-1942/270, 5-6=-1821/280, 6-7=-1359/255, 7-9=-1359/255, 9-11=-532/208, 11-12=0/1075, 12-14=0/928, 14-15=-669/447, 15-17=-637/101 BOT CHORD 2-30=-64/2374, 28-30=-64/2374, 25-26=0/1825, 24-25=0/520, 20-22=-796/204, 18-20=-319/477 WEBS 6-26=0/674, 9-24=-1828/190, 3-30=0/430, 3-28=-1198/159, 5-28=0/492, 26-28=0/1592, 5-26=-249/528, 6-25=-941/47, 7-25=-550/128, 9-25=-90/1601, 22-24=-728/188, 11-24=-98/2136, 11-22=-2648/196, 12-22=-1564/99, 12-20=-29/706, 14-20=-1117/144, 14-18=0/415, 15-18=-388/351 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 5x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17 except (jt=lb) 2=148, 22=235.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. January 31,2017 Job 1700094 Truss J1 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901876 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:15 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-eQz_PFG?A_D0bE6GiBwlhB2E25ZSIn_OThM9a8zpoug NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700094 Truss K Truss Type SPECIAL Qty 2 Ply 1 PARKSIDE A Job Reference (optional) I28901877 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-ap5lqxHFhbUjrYGepcyDmc7XGuBSmilhw?rGf1zpoue Scale = 1:118.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 3332 31 30 29 28 27 26 24 23 22 21 2025 39 40 41 42 43 44 5x6 7x12 6x6 6x12 8x16 7x12 8x8 5x9 8x16 3x6 3x6 7x14 6x12 5x9 6x10 5x9 3x6 6x10 7x14 6x10 8x8 10x10 3x6 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 19-2-2 4-10-10 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 45-8-8 8-1-0 49-1-11 3-5-3 54-8-2 5-6-7 66-0-8 11-4-6 -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 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 43-4-10 5-9-2 49-1-11 5-9-2 54-8-2 5-6-7 60-2-9 5-6-7 66-0-8 5-9-15 0-9-1212-0-02-1-111-6-012-0-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0], [4:0-3-0,Edge], [8:0-8-12,0-3-8], [24:0-3-4,0-3-8], [26:0-6-0,Edge], [28:0-6-0,0-3-0], [31:0-8-0,0-5-4], [31:0-1-4,0-1-4], [36:0-1-12,0-1-12], [37:0-5-0,0-0-0], [37:0-3-4,0-3-4], [38:Edge,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.89 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.66 0.38 (loc) 33-34 33-34 24 l/defl >999 >824 n/a L/d 240 180 n/a PLATES MT20 Weight: 517 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 *Except* 37-38,35-36,33-35: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-37: 2x10 SP No.2, 9-29,12-25: 2x4 SPF-S 1650F 1.6E 5-33,7-33,30-32,28-30,16-21,18-21,2-38,3-38,19-20,18-20,24-26,5-34: 2x4 SPF Stud/No.3 14-24: 2x8 SP 2250F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-4 max.): 8-15. BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 1 Row at midpt 7-31, 12-25, 8-30, 8-28, 9-27, 10-27, 15-23 , 16-23, 14-24, 24-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)24=3951/0-3-8, 38=1485/0-3-8, 20=-111/0-3-8 Max Horz 38=35(LC 6) Max Uplift 24=-274(LC 6), 38=-135(LC 6), 20=-429(LC 20) Max Grav 24=4487(LC 17), 38=1656(LC 26), 20=439(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-441/21, 3-5=-5645/353, 5-7=-2415/248, 7-8=-2133/338, 8-9=-1442/255, 9-10=-931/221, 10-12=-931/221, 12-14=0/610, 14-15=0/1284, 15-16=0/1502, 16-18=-64/1129, 2-38=-443/42 BOT CHORD 37-38=-114/1589, 35-36=-188/2625, 34-35=-107/2789, 33-34=-107/2789, 32-33=0/2040, 27-28=0/1443, 26-27=-695/152, 23-24=-2223/273, 21-23=-935/155, 20-21=-650/251 WEBS 3-36=-1645/132, 7-32=-2232/164, 9-28=0/775, 12-26=-1974/192, 3-35=-61/2801, 5-35=-124/2553, 5-33=-1138/125, 7-33=-30/1797, 30-32=0/1275, 8-32=-150/1443, 8-30=-273/56, 28-30=0/1327, 8-28=-551/247, 9-27=-1128/67, 10-27=-553/126, 12-27=-96/1798, 14-26=-114/2228, 14-23=-132/2057, 15-23=-1013/52, 16-23=-1141/105, 16-21=0/633, 18-21=-591/148, 3-38=-1766/152, 18-20=-240/919, 14-24=-4240/342, 24-26=-1451/200, 5-34=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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 5x6 MT20 unless otherwise indicated.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. January 31,2017 Job 1700094 Truss K Truss Type SPECIAL Qty 2 Ply 1 PARKSIDE A Job Reference (optional) I28901877 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:17 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-ap5lqxHFhbUjrYGepcyDmc7XGuBSmilhw?rGf1zpoue NOTES- 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=274, 38=135, 20=429. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700094 Truss L Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE A Job Reference (optional) I28901878 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-WCCVFcJWDCkR4sQ1x1?hr1CtVitpEcDzOJKMjvzpouc Scale = 1:118.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 21 20 39 40 41 42 43 44 5x6 7x12 6x6 6x12 8x16 7x12 8x8 5x9 8x16 6x6 6x12 6x12 5x9 3x6 7x14 6x10 8x8 10x10 3x6 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 19-2-2 4-10-10 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 45-8-8 8-1-0 49-1-11 3-5-3 54-8-2 5-6-7 66-0-8 11-4-6 -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 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 43-4-10 5-9-2 49-1-11 5-9-2 54-8-2 5-6-7 60-2-9 5-6-7 66-0-8 5-9-15 0-9-1212-0-02-1-111-6-012-0-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0], [4:0-3-0,Edge], [8:0-8-12,0-3-8], [31:0-8-0,0-5-4], [31:0-1-4,0-1-4], [36:0-1-12,0-1-12], [37:0-3-4,0-3-4], [37:0-5-0,0-0-0], [38:Edge,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.89 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.67 0.38 (loc) 33-34 33-34 24 l/defl >999 >817 n/a L/d 240 180 n/a PLATES MT20 Weight: 508 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 *Except* 37-38,35-36,33-35: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-37: 2x10 SP No.2, 9-29,12-25: 2x4 SPF-S 1650F 1.6E 5-33,7-33,30-32,16-21,18-21,2-38,3-38,19-20,18-20,5-34: 2x4 SPF Stud/No.3 14-24: 2x8 SP 2250F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-9 max.): 8-15. BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. WEBS 1 Row at midpt 7-31, 12-25, 8-30, 8-29, 9-27, 10-27, 15-23 , 16-23, 14-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)24=3891/0-3-8, 38=1503/0-3-8, 20=-69/0-3-8 Max Horz 38=35(LC 6) Max Uplift 24=-278(LC 6), 38=-134(LC 6), 20=-405(LC 20) Max Grav 24=4392(LC 17), 38=1666(LC 26), 20=466(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/20, 3-5=-5680/348, 5-7=-2436/245, 7-8=-2152/336, 8-9=-1383/255, 9-10=-927/228, 10-12=-927/228, 12-14=-90/525, 14-15=0/1248, 15-16=0/1460, 16-18=-105/1090, 2-38=-446/42 BOT CHORD 37-38=-112/1598, 35-36=-186/2640, 34-35=-104/2812, 33-34=-104/2812, 32-33=0/2069, 29-30=0/1375, 27-29=0/1382, 25-27=-605/149, 24-25=-1401/204, 23-24=-2184/276, 21-23=-901/159, 20-21=-623/280 WEBS 3-36=-1654/130, 7-32=-2245/163, 9-29=0/772, 12-25=-1924/210, 3-35=-58/2823, 5-35=-122/2567, 5-33=-1140/124, 7-33=-28/1811, 30-32=0/1323, 8-32=-148/1451, 8-29=-732/18, 9-27=-1101/56, 10-27=-552/126, 12-27=-114/1702, 14-25=-127/2298, 14-23=-129/2036, 15-23=-980/54, 16-23=-1137/106, 16-21=0/628, 18-21=-585/148, 3-38=-1775/151, 18-20=-278/883, 14-24=-4277/353, 5-34=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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 5x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.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. January 31,2017 Job 1700094 Truss L Truss Type SPECIAL Qty 3 Ply 1 PARKSIDE A Job Reference (optional) I28901878 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:19 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-WCCVFcJWDCkR4sQ1x1?hr1CtVitpEcDzOJKMjvzpouc NOTES- 9) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=278, 38=134, 20=405. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700094 Truss L1 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901879 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-SaKFgIKmlq_9J9ZP2S19wSIFfVbEiWZGrdpToozpoua Scale = 1:123.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 39 40 41 42 43 5x6 7x12 6x6 6x12 7x18 MT18HS 6x6 8x8 8x16 6x6 6x8 7x12 3x6 5x9 8x8 3x6 3x4 6x12 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 24-10-12 5-8-10 31-3-2 6-4-6 37-5-4 6-2-2 37-7-8 0-2-4 49-1-11 11-6-3 54-8-2 5-6-7 66-0-8 11-4-6 -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 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 43-4-10 5-9-2 49-1-11 5-9-2 54-8-2 5-6-7 60-2-9 5-6-7 66-0-8 5-9-15 0-9-1212-0-02-1-111-6-012-0-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0], [4:0-3-0,Edge], [5:0-2-12,0-2-8], [8:0-8-12,0-3-8], [25:0-4-12,0-2-12], [30:0-8-0,0-5-4], [30:0-1-4,0-1-4], [35:0-1-12,0-1-12], [36:0-5-0 ,0-0-0], [36:0-3-4,0-3-4], [37:Edge,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-S 0.75 0.64 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.47 0.26 (loc) 32-33 32-33 25 l/defl >999 >950 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 472 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 36-37,34-35,32-34: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-36: 2x10 SP No.2 7-30,8-31,8-29,8-28,10-26,14-24,15-24,16-24: 2x4 SPF No.2 9-28,12-25,9-26,12-26,14-25: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-15. BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. WEBS 1 Row at midpt 7-30, 12-25, 8-28, 9-26, 10-26, 12-26, 14-25, 15-24, 16-24, 18-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)37=1065/0-3-8, 20=493/0-3-8, 25=3766/0-3-8 Max Horz 37=35(LC 6) Max Uplift 37=-101(LC 6), 20=-32(LC 6), 25=-273(LC 6) Max Grav 37=1231(LC 20), 20=960(LC 22), 25=4228(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/6, 3-5=-3961/221, 5-7=-1476/171, 7-8=-1246/268, 8-9=-354/185, 9-10=0/968, 10-12=0/968, 12-14=0/1883, 14-15=-131/590, 15-16=-329/714, 16-18=-871/424, 2-37=-317/31 BOT CHORD 36-37=-80/1162, 34-35=-132/1922, 33-34=-34/1906, 32-33=-34/1906, 31-32=0/1182, 28-29=0/572, 26-28=-259/353, 25-26=-1992/252, 24-25=-1133/183, 22-24=-326/629, 20-22=-149/824 WEBS 3-35=-1193/96, 7-31=-1732/123, 9-28=0/1204, 12-25=-2418/244, 3-34=0/1936, 5-34=-72/1900, 5-32=-1033/117, 7-32=0/1254, 29-31=0/545, 8-31=-140/1344, 8-28=-1201/39, 9-26=-1629/95, 10-26=-505/119, 12-26=-146/2173, 14-25=-1877/150, 14-24=-20/1626, 15-24=-514/29, 16-24=-969/120, 16-22=0/437, 18-22=-405/135, 3-37=-1330/120, 18-20=-977/276, 5-33=0/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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. January 31,2017 Job 1700094 Truss L1 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901879 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:22 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-xnueteLOW760xJ8cc9YOTgqQPvxTRzpQ4HZ1KEzpouZ NOTES- 8) All plates are 5x6 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) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 37=101, 25=273. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700094 Truss L2 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901880 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-t90OIKNe2lMkAdI_jaasY5wmvjdxvsIjXb27P7zpouX Scale = 1:123.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 39 40 41 42 43 5x6 7x12 6x6 6x12 7x18 MT18HS 6x6 8x8 8x16 6x6 6x8 7x12 3x6 5x9 8x8 3x6 3x4 6x12 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 24-10-12 5-8-10 31-3-2 6-4-6 37-5-4 6-2-2 37-7-8 0-2-4 49-1-11 11-6-3 54-8-2 5-6-7 66-0-8 11-4-6 -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 24-10-12 5-8-10 31-3-2 6-4-6 37-7-8 6-4-6 43-4-10 5-9-2 49-1-11 5-9-2 54-8-2 5-6-7 60-2-9 5-6-7 66-0-8 5-9-15 0-9-1212-0-02-1-111-6-012-0-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0], [4:0-3-0,Edge], [5:0-2-12,0-2-8], [8:0-8-12,0-3-8], [25:0-4-12,0-2-12], [30:0-8-0,0-5-4], [30:0-1-4,0-1-4], [35:0-1-12,0-1-12], [36:0-5-0 ,0-0-0], [36:0-3-4,0-3-4], [37:Edge,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-S 0.75 0.64 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.47 0.26 (loc) 32-33 32-33 25 l/defl >999 >950 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 472 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 36-37,34-35,32-34: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-36: 2x10 SP No.2 7-30,8-31,8-29,8-28,10-26,14-24,15-24,16-24: 2x4 SPF No.2 9-28,12-25,9-26,12-26,14-25: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-15. BOT CHORD Rigid ceiling directly applied or 5-2-0 oc bracing. WEBS 1 Row at midpt 7-30, 12-25, 8-28, 9-26, 10-26, 12-26, 14-25, 15-24, 16-24, 18-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)37=1065/0-3-8, 20=493/0-3-8, 25=3766/0-3-8 Max Horz 37=35(LC 6) Max Uplift 37=-101(LC 6), 20=-32(LC 6), 25=-273(LC 6) Max Grav 37=1231(LC 20), 20=960(LC 22), 25=4228(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/6, 3-5=-3961/221, 5-7=-1476/171, 7-8=-1246/268, 8-9=-354/185, 9-10=0/968, 10-12=0/968, 12-14=0/1883, 14-15=-131/590, 15-16=-329/714, 16-18=-871/424, 2-37=-317/31 BOT CHORD 36-37=-80/1162, 34-35=-132/1922, 33-34=-34/1906, 32-33=-34/1906, 31-32=0/1182, 28-29=0/572, 26-28=-259/353, 25-26=-1992/252, 24-25=-1133/183, 22-24=-326/629, 20-22=-149/824 WEBS 3-35=-1193/96, 7-31=-1732/123, 9-28=0/1204, 12-25=-2418/244, 3-34=0/1936, 5-34=-72/1900, 5-32=-1033/117, 7-32=0/1254, 29-31=0/545, 8-31=-140/1344, 8-28=-1201/39, 9-26=-1629/95, 10-26=-505/119, 12-26=-146/2173, 14-25=-1877/150, 14-24=-20/1626, 15-24=-514/29, 16-24=-969/120, 16-22=0/437, 18-22=-405/135, 3-37=-1330/120, 18-20=-977/276, 5-33=0/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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. January 31,2017 Job 1700094 Truss L2 Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901880 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:24 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-t90OIKNe2lMkAdI_jaasY5wmvjdxvsIjXb27P7zpouX NOTES- 8) All plates are 5x6 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) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except (jt=lb) 37=101, 25=273. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700094 Truss M Truss Type HIP Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901881 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-LLamWgNGp2UbontBHH655ISxZ7?2eKzsmEnhxZzpouW Scale = 1:114.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 6x8 6x6 3x6 5x9 3x6 3x6 6x8 5x9 3x6 6x6 9-8-14 9-8-14 19-2-2 9-5-4 26-8-0 7-5-14 34-1-15 7-5-14 37-5-4 3-3-5 49-1-11 11-8-7 57-5-5 8-3-11 66-0-8 8-7-3 -0-11-4 0-11-4 9-8-14 9-8-14 19-2-2 9-5-4 26-8-0 7-5-14 34-1-15 7-5-14 41-7-13 7-5-14 49-1-11 7-5-14 57-5-5 8-3-11 66-0-8 8-7-3 0-9-1212-0-02-1-1112-0-07.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-3-4], [14:0-2-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.52 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.05 (loc) 18-20 18-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 420 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-26,13-16,14-15: 2x4 SPF Stud/No.3 8-20,10-20: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-24, 5-23, 6-23, 8-20, 10-20, 11-18, 13-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1332/0-3-8, 20=3150/0-3-8 (req. 0-5-12), 15=843/Mechanical Max Horz 2=18(LC 6) Max Uplift 2=-116(LC 6), 20=-238(LC 6), 15=-52(LC 6) Max Grav 2=1553(LC 20), 20=3685(LC 17), 15=1176(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2372/163, 3-5=-1385/209, 5-6=-764/208, 6-8=-763/208, 8-10=0/854, 10-11=-456/178, 11-13=-788/160, 13-14=-1425/113, 14-15=-1093/96 BOT CHORD 2-26=-41/1911, 24-26=-41/1911, 23-24=0/971, 21-23=-524/164, 20-21=-524/164, 18-20=-476/155, 16-18=0/1134 WEBS 3-26=0/432, 3-24=-1230/160, 5-24=0/809, 5-23=-1008/33, 6-23=-840/142, 8-23=-94/1616, 8-20=-1981/192, 10-20=-1647/178, 10-18=-23/1277, 11-18=-328/54, 13-18=-933/146, 14-16=0/1042 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 5x6 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb) 2=116, 20=238. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss N Truss Type SPECIAL Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901882 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-pY78j0OvaMcSQxSNr?dKdW?5DWKyNl4??uXET?zpouV Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 3x4 4x6 5x9 3x4 2x4 4x9 2x4 4x9 5x9 3x4 3x4 4x6 6-5-14 6-5-14 12-8-4 6-2-6 18-9-4 6-1-0 18-11-0 0-1-12 24-2-7 5-3-7 32-7-13 8-5-7 41-4-12 8-8-15 6-5-14 6-5-14 12-8-4 6-2-6 18-5-5 5-9-1 24-2-7 5-9-1 29-10-1 5-7-10 35-5-10 5-7-10 41-4-12 5-11-2 42-4-0 0-11-4 11-0-012-0-01-11-101-0-012-0-07.00 12 Plate Offsets (X,Y)-- [6:0-7-0,0-2-4], [19:0-5-8,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.61 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.03 (loc) 12-13 12-13 12 l/defl >999 >875 n/a L/d 240 180 n/a PLATES MT20 Weight: 261 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 3-18: 2x4 SPF-S 1650F 1.6E 17-19,9-13,10-12,9-12: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 1-21, 3-18, 2-20, 5-17, 6-17, 7-15, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)21=599/0-3-8, 17=1922/0-3-8, 12=832/0-3-8 Max Horz 17=-99(LC 6) Max Uplift 21=-70(LC 6), 17=-136(LC 6), 12=-74(LC 6) Max Grav 21=1058(LC 14), 17=2371(LC 14), 12=1068(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1003/120, 1-2=-455/157, 2-3=-455/157, 3-5=-339/163, 5-6=0/301, 6-7=-421/161, 7-9=-1070/139, 10-12=-309/131 BOT CHORD 19-20=-101/325, 13-15=0/657, 12-13=0/896 WEBS 3-19=-793/106, 1-20=-57/838, 2-20=-762/108, 3-20=0/259, 17-19=-351/105, 5-19=-28/981, 5-17=-1531/135, 6-17=-1183/59, 6-15=-34/858, 7-15=-886/139, 7-13=-3/450, 9-13=-273/136, 9-12=-1082/0 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) 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 3x6 MT20 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, 12 except (jt=lb) 17=136. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss PB1 Truss Type GABLE Qty 2 Ply 1 PARKSIDE A Job Reference (optional) I28901883 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-HkhXxLPXLgkJ141ZPi8ZAjXRSwos6R19DYGn?SzpouU Scale = 1:20.0 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 2 3 4 5 6 10 9 8 1 11 12 7 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-9-0 9-9-0 4-10-8 4-10-8 9-9-0 4-10-8 -0-0-42-9-142-10-20-1-20-1-107.00 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 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 9-9-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 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) 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 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 9, 10, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss PB2 Truss Type SPECIAL Qty 16 Ply 1 PARKSIDE A Job Reference (optional) I28901884 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-HkhXxLPXLgkJ141ZPi8ZAjXOPwmW6Ro9DYGn?SzpouU Scale = 1:19.0 1 2 3 4 5 6 7 8 4x6 2x4 2x4 2x4 9-9-0 9-9-0 4-10-8 4-10-8 9-9-0 4-10-8 0-4-52-8-80-1-100-4-50-1-107.00 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-P 0.28 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 24 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=202/8-0-11, 4=202/8-0-11, 6=301/8-0-11 Max Uplift 2=-56(LC 6), 4=-56(LC 6) Max Grav 2=213(LC 12), 4=213(LC 12), 6=326(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, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss PB3 Truss Type SPECIAL Qty 10 Ply 1 PARKSIDE A Job Reference (optional) I28901885 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-lwFv8hQ96zsAfEclyQfojx4a8K7Orr_ISC0LYuzpouT Scale = 1:57.0 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 3x4 4x6 3x4 3x4 3x4 3x4 3x4 29-11-9 29-11-9 14-11-12 14-11-12 29-11-9 14-11-12 0-4-58-7-40-1-100-4-50-1-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.10 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 104 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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. WEBS 1 Row at midpt 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-3-3. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 18=273(LC 9), 20=410(LC 9), 21=382(LC 12), 22=324(LC 12), 16=410(LC 10), 15=382(LC 12), 14=324(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-20=-330/109, 4-21=-300/107, 3-22=-255/90, 9-16=-330/109, 10-15=-300/107, 11-14=-255/90 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) 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) 20, 21, 22, 16, 15, 14. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss PB4 Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901886 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-iJNfZNRPeb6tuYl84rhGoM9xj8pEJmxbwWVScmzpouR Scale = 1:58.1 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 40 39 38 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 1 21 4x6 3x4 3x4 5x6 3x4 3x4 5x6 29-11-9 29-11-9 14-11-12 14-11-12 29-11-9 14-11-12 -0-0-48-8-108-8-140-1-20-1-107.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [13:0-3-0,0-3-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 164 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. WEBS 1 Row at midpt 11-31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-11-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 33, 34, 35, 36, 37, 38, 20, 39, 40, 30, 28, 27, 26, 25, 24, 23, 22 except 1=-130(LC 12), 21=-130(LC 12) Max Grav All reactions 250 lb or less at joint(s) 31, 33, 34, 35, 36, 37, 38, 1, 21, 39, 30, 28, 27, 26, 25, 24, 23 except 2=311(LC 12), 20=311(LC 12), 40=284(LC 12), 22=284(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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 33, 34, 35, 36, 37, 38, 20, 39, 40, 30, 28, 27, 26, 25, 24, 23, 22 except (jt=lb) 1=130, 21=130. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss PB6 Truss Type GABLE Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901887 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-6u2oBPUIwWVSm?UjlzFzQ_nRFLq0W7h1cUj6D5zpouO Scale = 1:58.1 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 40 39 38 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 1 21 4x6 3x4 3x4 5x6 3x4 3x4 5x6 29-11-9 29-11-9 14-11-12 14-11-12 29-11-9 14-11-12 -0-0-48-8-108-8-140-1-20-1-107.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0], [13:0-3-0,0-3-0] 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-S 0.13 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 21 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 164 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. WEBS 1 Row at midpt 11-31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-11-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 33, 34, 35, 36, 37, 38, 20, 39, 40, 30, 28, 27, 26, 25, 24, 23, 22 except 1=-130(LC 12), 21=-130(LC 12) Max Grav All reactions 250 lb or less at joint(s) 31, 33, 34, 35, 36, 37, 38, 1, 21, 39, 30, 28, 27, 26, 25, 24, 23 except 2=311(LC 12), 20=311(LC 12), 40=284(LC 12), 22=284(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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 33, 34, 35, 36, 37, 38, 20, 39, 40, 30, 28, 27, 26, 25, 24, 23, 22 except (jt=lb) 1=130, 21=130. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V1 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901888 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-6u2oBPUIwWVSm?UjlzFzQ_nQyLpRW8C1cUj6D5zpouO Scale = 1:56.1 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 14-10-6 14-10-6 7-5-3 7-5-3 14-10-6 7-5-3 8-8-114.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.17 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: 59 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-10-6. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-206(LC 4), 6=-206(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=473(LC 7), 6=473(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-387/247, 4-6=-387/247 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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 206 lb uplift at joint 9 and 206 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V2 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901889 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-a4cAPlUwhpdJN93vJgmCyCKc3lAhFbKBr8TflYzpouN Scale = 1:46.4 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-10-6 12-10-6 6-5-3 6-5-3 12-10-6 6-5-3 7-6-114.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.13 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: 49 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 12-10-6. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-195(LC 4), 6=-195(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=424(LC 7), 6=424(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-356/236, 4-6=-356/236 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=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=195, 6=195. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V3 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901890 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-a4cAPlUwhpdJN93vJgmCyCKT1l8lFa0Br8TflYzpouN Scale = 1:39.5 1 2 3 43x4 4x6 3x4 2x4 10-10-6 10-10-6 5-5-3 5-5-3 10-10-6 5-5-3 6-4-114.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-1-8], [3:0-0-11,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.23 0.15 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: 37 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=238/10-10-6, 3=238/10-10-6, 4=343/10-10-6 Max Uplift 1=-44(LC 4), 3=-44(LC 4), 4=-5(LC 4) Max Grav 1=268(LC 7), 3=268(LC 7), 4=379(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V4 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901891 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-2HAYc5VYS7lA?Je6tOHRVPtec9VG_2OK3oCDH_zpouM Scale = 1:34.9 1 2 3 42x4 4x6 2x4 2x4 8-10-6 8-10-6 4-5-3 4-5-3 8-10-6 4-5-3 5-2-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.72 0.14 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: 30 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=206/8-10-6, 3=206/8-10-6, 4=247/8-10-6 Max Uplift 1=-58(LC 4), 3=-58(LC 4) Max Grav 1=241(LC 7), 3=241(LC 7), 4=259(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V5 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901892 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-WTkwpQWADRt1dTDIQ5og1dPuKYrSjWDUISymqQzpouL Scale = 1:27.8 1 2 3 42x4 4x6 2x4 2x4 6-10-6 6-10-6 3-5-3 3-5-3 6-10-6 3-5-3 4-0-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.40 0.15 0.04 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=155/6-10-6, 3=155/6-10-6, 4=189/6-10-6 Max Uplift 1=-50(LC 4), 3=-50(LC 4) Max Grav 1=184(LC 7), 3=184(LC 7), 4=197(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V6 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901893 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-WTkwpQWADRt1dTDIQ5og1dPyqYshjWVUISymqQzpouL Scale = 1:17.0 1 2 3 4 2x4 4x6 2x4 2x4 4-10-6 4-10-6 2-5-3 2-5-3 4-10-6 2-5-3 2-10-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.07 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 4-10-6 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=105/4-10-6, 3=105/4-10-6, 4=128/4-10-6 Max Uplift 1=-37(LC 4), 3=-37(LC 4) Max Grav 1=126(LC 7), 3=126(LC 7), 4=135(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V7 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901894 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-WTkwpQWADRt1dTDIQ5og1dP_sYsSjWnUISymqQzpouL Scale = 1:11.2 1 2 3 2x4 3x4 2x4 2-10-6 2-10-6 1-5-3 1-5-3 2-10-6 1-5-3 1-8-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] 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-P 0.04 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 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=89/2-10-6, 3=89/2-10-6 Max Uplift 1=-16(LC 4), 3=-16(LC 4) Max Grav 1=102(LC 7), 3=102(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 Job 1700094 Truss V8 Truss Type VALLEY Qty 1 Ply 1 PARKSIDE A Job Reference (optional) I28901895 8.030 s Sep 29 2016 MiTek Industries, Inc. Tue Jan 31 14:47:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:YA1X2adxOdzRHXfb8nW2DOzt9SM-_fIJ1mXo_k?uEdoU_pJvaqy8iy9GSz1dX6hJMszpouK Scale = 1:10.2 1 2 3 2x4 3x4 2x4 5-5-8 5-5-8 2-8-12 2-8-12 5-5-8 2-8-12 1-1-105.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 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 5-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)1=160/5-5-8, 3=160/5-5-8 Max Uplift 1=-42(LC 6), 3=-42(LC 6) Max Grav 1=164(LC 11), 3=164(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekfi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. January 31,2017 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekfi All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.