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HomeMy WebLinkAbout18040281 truss detailsRe: 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: I30210055 thru I30210101 My license renewal date for the state of Indiana is July 31, 2018. 1700506 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: MARKHAM A 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. June 20,2017 Job 1700506 Truss A Truss Type COMMON Qty 9 Ply 1 MARKHAM A Job Reference (optional) I30210055 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:06 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-gXRhFOq5r3b?W85ojStHYRU?hHqLqV9FJCpq2uz4S83 Scale = 1:81.4 12 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x6 5x6 3x6 4x9 4x6 4x6 3x6 3x4 2x4 3x4 3x6 3x6 3x4 3x4 2x4 4x12 5x6 5x6 3x6 8-10-3 8-10-3 16-8-14 7-10-11 25-3-1 8-6-2 33-1-12 7-10-11 41-8-8 8-6-12 -0-11-4 0-11-4 7-2-5 7-2-5 14-1-3 6-10-14 21-0-0 6-10-13 27-10-12 6-10-12 34-9-11 6-10-15 41-8-8 6-10-13 0-11-013-2-01-1-17.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge], [12:0-9-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.77 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.47 0.15 (loc) 2-18 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 219 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-5,9-12: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,10-13: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 4-2-13, Right 2x8 SP No.2 4-1-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1725/Mechanical, 12=1668/Mechanical Max Horz 2=-2(LC 6) Max Uplift 2=-125(LC 6), 12=-95(LC 6) Max Grav 2=1864(LC 12), 12=1830(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2829/191, 4-6=-2702/262, 6-7=-2263/304, 7-8=-2252/303, 8-10=-2607/260, 10-12=-2778/189 BOT CHORD 2-18=-69/2248, 16-18=0/1893, 15-16=0/1377, 13-15=0/1874, 12-13=-66/2163 WEBS 4-18=-284/160, 6-18=-53/507, 6-16=-765/197, 7-16=-97/945, 7-15=-96/915, 8-15=-733/197, 8-13=-51/422 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss A1 Truss Type COMMON Qty 2 Ply 1 MARKHAM A Job Reference (optional) I30210056 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-8j?3TkqjcNjs8Ig?GAOW4f0AxhBKZxSOYsYObKz4S82 Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 193x6 5x6 3x6 4x12 5x6 5x6 3x6 3x4 2x4 3x4 3x6 3x6 3x4 3x4 2x4 4x12 5x6 5x6 3x6 8-6-11 8-6-11 16-5-6 7-10-11 24-11-9 8-6-2 32-10-4 7-10-11 41-5-0 8-6-12 6-10-13 6-10-13 13-9-11 6-10-14 20-8-8 6-10-13 27-7-4 6-10-12 34-6-3 6-10-15 41-5-0 6-10-13 1-1-113-2-01-1-17.00 12 Plate Offsets (X,Y)-- [1:0-9-0,Edge], [11:0-9-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.72 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.47 0.15 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-4,8-11: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,9-12: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-11-13, Right 2x8 SP No.2 4-1-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1657/Mechanical, 11=1657/Mechanical Max Uplift 1=-94(LC 6), 11=-94(LC 6) Max Grav 1=1818(LC 11), 11=1818(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2755/189, 3-5=-2585/259, 5-6=-2230/303, 6-7=-2229/303, 7-9=-2587/259, 9-11=-2757/189 BOT CHORD 1-17=-66/2144, 15-17=0/1855, 14-15=0/1357, 12-14=0/1855, 11-12=-66/2145 WEBS 5-17=-51/422, 5-15=-734/197, 6-15=-96/916, 6-14=-96/916, 7-14=-734/197, 7-12=-51/425 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss AG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210057 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-567ptQsz8_zaNcqNObR_A46fLU1_0t0h?A1VfDz4S80 Scale = 1:83.9 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 2425 26 27 28 29 30 31 32 33 34 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 35 3x6 5x6 3x6 3x6 5x6 41-8-8 41-8-8 -0-11-4 0-11-4 21-0-0 21-0-0 41-8-8 20-8-8 0-11-013-2-01-1-17.00 12 Plate Offsets (X,Y)-- [45:0-3-0,0-3-0] 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 0.13 0.07 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 1 1 35 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 337 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* 18-50,17-51,16-52,15-53,14-54,13-55,19-49,20-48,21-47,22-46,23-45: 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 18-50, 17-51, 16-52, 15-53, 14-54, 13-55, 12-57, 19-49, 20-48, 21-47, 22-46, 23-45, 24-44 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 41-8-8. (lb) - Max Horz 66=28(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36 except 50=-146(LC 7) Max Grav All reactions 250 lb or less at joint(s) 66, 35, 51, 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 49, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 50=259(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-221/250, 15-16=-242/277, 16-17=-269/308, 17-18=-271/312, 18-19=-271/312, 19-20=-269/308, 20-21=-242/277, 21-22=-221/250 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 52, 53, 54, 55, 57, 58, 59, 60, 61, 62, 63, 64, 65, 48, 47, 46, 45, 44, 43, 42, 41, 40, 39, 38, 36 except (jt=lb) 50=146. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss AT Truss Type SPECIAL Qty 5 Ply 1 MARKHAM A Job Reference (optional) I30210058 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-ZIhB5mtbvI5R?mPayIyDiHeeIuBYlAnqEqn2Bfz4S8? Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 203x6 5x6 3x6 3x8 4x6 3x6 2x4 4x9 3x6 2x4 5x9 6x12 3x4 3x4 2x4 4x9 4x6 4x6 7-0-13 7-0-13 14-3-0 7-2-3 20-8-8 6-5-8 32-4-5 11-7-13 41-8-8 9-4-3 7-0-13 7-0-13 14-3-0 7-2-3 20-8-8 6-5-8 27-7-5 6-10-13 34-6-3 6-10-13 41-8-8 7-2-5 42-7-12 0-11-4 0-5-112-6-013-2-00-11-00-8-07.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-8], [10:0-6-15,Edge], [14:0-5-8,0-2-8], [16:0-3-0,0-3-0] 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 0.95 0.88 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -1.03 0.17 (loc) 12-14 12-14 10 l/defl >999 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,7-11: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF-S 1650F 1.6E, 10-13: 2x4 SP No.1 WEBS 2x4 SPF No.2 *Except* 2-18,8-12,14-16: 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 4-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 6-14, 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1665/Mechanical, 10=1723/0-3-8 Max Horz 1=17(LC 7) Max Uplift 1=-94(LC 6), 10=-125(LC 6) Max Grav 1=1827(LC 12), 10=1862(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3124/184, 2-4=-2519/229, 4-5=-1936/258, 5-6=-1931/254, 6-8=-2680/243, 8-10=-2833/186 BOT CHORD 1-18=-68/2582, 16-18=-68/2582, 12-14=0/1877, 10-12=-68/2250 WEBS 4-16=0/645, 2-18=0/350, 2-16=-711/104, 5-14=-142/1458, 6-14=-791/173, 6-12=-7/540, 8-12=-278/159, 4-14=-1002/155, 14-16=0/1883 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss ATG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210059 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-1VFaI6tEgcDHdw_mV0TSFVBocIXjUd1_TUWbk5z4S8_ Scale = 1:83.3 Sheet Back Right Option 3-6-14 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 43 443x6 5x6 3x6 4x6 4x6 3x6 4x9 3x6 5x9 6x12 3x4 3x4 4x9 4x6 4x6 2-0-37-0-13 7-0-13 14-3-0 7-2-3 20-8-8 6-5-8 32-4-5 11-7-13 38-1-10 5-9-5 41-8-8 3-6-14 7-0-13 7-0-13 14-3-0 7-2-3 18-8-8 4-5-8 20-8-8 2-0-0 27-7-5 6-10-13 34-6-3 6-10-13 41-8-8 7-2-5 42-7-12 0-11-4 0-5-112-6-013-2-00-11-00-8-07.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-8], [10:0-6-15,Edge], [14:0-5-8,0-2-8], [16:0-3-0,0-3-0], [22:0-1-9,0-1-0], [24:0-1-8,0-1-0] 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 0.98 0.89 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -1.03 0.17 (loc) 12-14 12-14 10 l/defl >999 >486 n/a L/d 240 180 n/a PLATES MT20 Weight: 242 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15,10-13: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 2-18,8-12,14-16: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 4-2-13 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 6-14, 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1665/Mechanical, 10=1723/0-3-8 Max Horz 1=17(LC 7) Max Uplift 1=-94(LC 6), 10=-125(LC 6) Max Grav 1=1827(LC 12), 10=1862(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3124/184, 2-4=-2519/229, 4-5=-1936/258, 5-6=-1932/254, 6-8=-2679/243, 8-10=-2832/186 BOT CHORD 1-18=-68/2582, 16-18=-68/2582, 12-14=0/1878, 10-12=-68/2250 WEBS 4-16=0/645, 2-18=0/350, 2-16=-711/104, 5-14=-142/1459, 6-14=-792/173, 6-12=-7/539, 8-12=-277/158, 4-14=-1002/155, 14-16=0/1883 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-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 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 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=125. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss B Truss Type COMMON Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210060 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-1VFaI6tEgcDHdw_mV0TSFVBsQIXTUk0_TUWbk5z4S8_ Scale = 1:76.0 12 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 203x6 5x6 3x6 4x9 4x6 4x6 4x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 4x9 4x6 4x6 4x6 9-2-12 9-2-12 19-0-0 9-9-4 28-9-4 9-9-4 38-0-0 9-2-12 -0-11-4 0-11-4 6-0-1 6-0-1 12-9-3 6-9-1 19-0-0 6-2-13 25-2-13 6-2-13 31-11-15 6-9-1 38-0-0 6-0-1 38-11-4 0-11-4 0-11-012-0-00-11-07.00 12 Plate Offsets (X,Y)-- [2:0-6-15,Edge], [12:0-6-15,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 0.73 0.84 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.13 (loc) 14-16 14-16 12 l/defl >999 >908 n/a L/d 240 180 n/a PLATES MT20 Weight: 175 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-14,4-18: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 3-6-9, Right 2x6 SPF No.2 3-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1576/0-3-8, 12=1576/0-3-8 Max Uplift 2=-116(LC 6), 12=-116(LC 6) Max Grav 2=1701(LC 12), 12=1701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2566/183, 4-6=-2367/203, 6-7=-1774/232, 7-8=-1774/232, 8-10=-2367/203, 10-12=-2566/183 BOT CHORD 2-18=-77/2022, 16-18=0/1714, 14-16=0/1714, 12-14=-77/2022 WEBS 7-16=-127/1337, 8-16=-720/153, 8-14=0/427, 6-16=-720/153, 6-18=0/427 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=116, 12=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss B1 Truss Type COMMON Qty 2 Ply 1 MARKHAM A Job Reference (optional) I30210061 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-VhoyWSusQvL8E3Yy3j_hnik1CismDBG7h8G9FYz4S7z Scale = 1:75.2 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 193x6 5x6 3x6 4x12 5x6 5x6 4x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 4x9 4x6 4x6 4x6 8-11-4 8-11-4 18-8-8 9-9-4 28-5-12 9-9-4 37-8-8 9-2-12 5-8-9 5-8-9 12-5-11 6-9-1 18-8-8 6-2-13 24-11-5 6-2-13 31-8-7 6-9-1 37-8-8 6-0-1 38-7-12 0-11-4 1-1-112-0-00-11-07.00 12 Plate Offsets (X,Y)-- [1:0-9-0,Edge], [11:0-6-15,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 0.73 0.83 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.51 0.13 (loc) 15-17 15-17 11 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SP 2400F 2.0E, 8-12: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-13,3-17: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-3-9, Right 2x6 SPF No.2 3-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 5-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1508/0-3-8, 11=1565/0-3-8 Max Horz 1=2(LC 6) Max Uplift 1=-85(LC 6), 11=-116(LC 6) Max Grav 1=1655(LC 12), 11=1689(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2472/181, 3-5=-2271/201, 5-6=-1751/231, 6-7=-1751/231, 7-9=-2345/202, 9-11=-2545/183 BOT CHORD 1-17=-74/1912, 15-17=0/1675, 13-15=0/1695, 11-13=-77/2004 WEBS 6-15=-126/1313, 7-15=-720/153, 7-13=0/427, 5-15=-687/152, 5-17=0/381 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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) 1 except (jt=lb) 11=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss B1T Truss Type SPECIAL Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210062 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-ztMKjnvUBDT?sD79dRVwKwGCG5EgybrGwo?in_z4S7y Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 203x6 5x6 3x6 3x8 3x6 2x4 2x4 3x6 3x6 2x4 6x10 5x9 3x4 3x4 2x4 4x9 4x6 4x6 7-0-13 7-0-13 14-3-0 7-2-3 21-11-11 7-8-11 29-6-10 7-6-15 37-8-8 8-1-14 7-0-13 7-0-13 14-3-0 7-2-3 18-8-8 4-5-8 24-11-5 6-2-13 31-2-3 6-2-13 37-8-8 6-6-5 38-7-12 0-11-4 0-5-111-4-012-0-00-11-00-8-07.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-8], [10:0-6-15,Edge], [16:0-3-12,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.73 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.50 0.14 (loc) 14-15 14-15 10 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3,7-11: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,14-16,8-12: 2x4 SPF Stud/No.3 SLIDER Right 2x6 SPF No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 2-16, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1503/Mechanical, 10=1562/0-3-8 Max Horz 1=17(LC 7) Max Uplift 1=-86(LC 6), 10=-116(LC 6) Max Grav 1=1650(LC 12), 10=1685(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2785/171, 2-4=-2178/212, 4-5=-2215/319, 5-6=-1986/267, 6-8=-2395/234, 8-10=-2526/173 BOT CHORD 1-18=-57/2293, 16-18=-57/2293, 12-14=0/1691, 10-12=-63/1991 WEBS 4-16=-494/157, 2-18=0/347, 2-16=-729/110, 14-16=0/1179, 5-16=-146/1104, 5-14=-75/744, 6-14=-687/177, 6-12=-42/431 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 10=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss BG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210063 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-R4wix7w6yXbsUNiLB819t7pW5VkFh80Q9RlGKQz4S7x Scale = 1:76.5 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 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 3534 5x6 5x6 5x6 3x6 3x6 38-0-0 38-0-0 -0-11-4 0-11-4 19-0-0 19-0-0 38-0-0 19-0-0 38-11-4 0-11-4 0-11-012-0-00-11-07.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-0-0], [11:0-3-0,0-3-4], [11:0-0-0,0-1-12], [23:0-3-0,0-3-4], [23:0-0-0,0-1-12], [24:0-2-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.13 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 32 32 34 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 289 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* 17-49,16-50,15-51,14-52,13-54,18-48,19-47,20-46,21-44: 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 17-49, 16-50, 15-51, 14-52, 13-54, 18-48, 19-47, 20-46, 21-44 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 64, 34, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 49=-109(LC 7) Max Grav All reactions 250 lb or less at joint(s) 64, 34, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-221/268, 16-17=-226/276, 17-18=-226/276, 18-19=-221/268 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 64, 34, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 49=109. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss BT Truss Type SPECIAL Qty 6 Ply 1 MARKHAM A Job Reference (optional) I30210064 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-vGU48Txkjqjj6XHXkrYOPLMVJvwfQQjZN5Upssz4S7w Scale = 1:80.1 12 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 263x6 5x6 3x6 3x10 6x12 8x16 6x12 MT18HS 6x6 4x9 2x4 3x6 4x6 4x6 3x6 6x8 5x9 3x4 3x4 2x4 4x9 4x6 4x6 2-3-8 2-3-8 3-3-8 1-0-0 8-5-0 5-1-8 13-6-8 5-1-8 14-6-8 1-0-0 22-3-3 7-8-11 29-11-13 7-8-11 38-0-0 8-0-3 -0-11-4 0-11-4 2-3-8 2-3-8 8-5-0 6-1-8 14-6-8 6-1-8 19-0-0 4-5-8 25-2-13 6-2-13 31-5-11 6-2-13 38-0-0 6-6-5 38-11-4 0-11-4 0-11-012-0-00-11-01-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-12,Edge], [13:0-6-15,Edge], [19:0-6-0,0-3-4], [23:0-1-12,0-1-12], [24:0-3-4,0-3-4], [24:0-5-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.76 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.66 0.41 (loc) 20-21 17-18 13 l/defl >999 >687 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 212 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-22: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 3-24: 2x10 SP No.2, 7-18,8-19,8-17,9-17,9-15,3-22: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-10-14, Right 2x6 SPF No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 9-17 2 Rows at 1/3 pts 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1576/0-3-8, 13=1576/0-3-8 Max Uplift 2=-116(LC 6), 13=-116(LC 6) Max Grav 2=1701(LC 12), 13=1701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2353/120, 3-4=-5663/260, 4-5=-3270/192, 5-7=-2515/211, 7-8=-2185/309, 8-9=-2017/266, 9-11=-2432/236, 11-13=-2557/171 BOT CHORD 2-24=-56/1682, 22-23=-90/2750, 21-22=-172/4665, 20-21=-44/2730, 19-20=0/2267, 15-17=0/1717, 13-15=-61/2016 WEBS 3-23=-1706/67, 7-19=-2301/130, 4-22=-2/1447, 4-21=-1982/132, 5-21=0/567, 5-20=-963/106, 7-20=0/2113, 17-19=0/1156, 8-19=-135/1044, 8-17=-73/773, 9-17=-683/178, 9-15=-45/434, 3-22=-103/2764 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=116, 13=116. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss C Truss Type COMMON Qty 6 Ply 1 MARKHAM A Job Reference (optional) I30210065 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:i5VER1b_vC3qfMSpvWCjYezHzH1-NS2TLpxMU8rajhsjIZ3dyYunkJIT91ujclEMOJz4S7v Scale = 1:47.4 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 4x6 3x6 3x8 3x6 3x4 2x4 3x4 2x4 3x8 8-0-11 8-0-11 15-11-5 7-10-10 24-0-0 8-0-11 -0-11-4 0-11-4 6-1-0 6-1-0 12-0-0 5-11-0 17-11-0 5-11-0 24-0-0 6-1-0 24-11-4 0-11-4 0-6-67-6-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-0], [2:0-1-3,0-6-0], [2:0-3-8,Edge], [8:0-0-9,0-1-0], [8:0-1-3,0-6-0], [8:0-3-8,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 0.50 0.59 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.05 (loc) 8-10 8-10 8 l/defl >999 >934 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1013/0-3-8, 8=1013/0-3-8 Max Uplift 2=-88(LC 6), 8=-88(LC 6) Max Grav 2=1079(LC 12), 8=1079(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1572/118, 3-5=-1448/161, 5-7=-1448/161, 7-8=-1572/118 BOT CHORD 2-12=-19/1264, 10-12=0/803, 8-10=-19/1264 WEBS 5-10=-33/580, 7-10=-380/145, 5-12=-33/580, 3-12=-380/145 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss CG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210066 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:i5VER1b_vC3qfMSpvWCjYezHzH1-sfcrZ9y_FSzRLrRwsGasUmR2tjnGuWBsrPzwwlz4S7u Scale = 1:48.6 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 1516 17 18 19 20 21 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x6 4x6 3x6 3x4 3x8 3x6 3x4 3x8 24-0-0 24-0-0 -0-11-4 0-11-4 12-0-0 12-0-0 24-0-0 12-0-0 24-11-4 0-11-4 0-6-67-6-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,Edge], [20:0-0-0,0-0-15], [20:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.10 0.05 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 133 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 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 24-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 29, 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 2, 20, 29, 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22 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 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, 20, 29, 30, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss D Truss Type COMMON Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210067 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-sfcrZ9y_FSzRLrRwsGasUmRtGjg2uVgsrPzwwlz4S7u Scale = 1:42.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 4x6 3x6 3x6 3x4 2x4 3x4 2x4 3x6 6x6 6x6 6-9-5 6-9-5 13-3-3 6-5-13 20-0-8 6-9-5 -0-11-4 0-11-4 5-1-14 5-1-14 10-0-4 4-10-6 14-10-10 4-10-6 20-0-8 5-1-14 20-11-12 0-11-4 0-11-06-9-20-11-07.00 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge], [6:0-4-1,0-0-0], [8:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.51 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.30 0.03 (loc) 9-11 9-11 8 l/defl >999 >775 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-12,6-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=853/0-5-8, 8=853/0-5-8 Max Uplift 12=-81(LC 6), 8=-81(LC 6) Max Grav 12=901(LC 12), 8=901(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1129/97, 3-4=-1014/137, 4-5=-1014/137, 5-6=-1129/97, 2-12=-811/117, 6-8=-811/117 BOT CHORD 11-12=0/855, 9-11=0/607, 8-9=0/855 WEBS 4-9=-28/342, 4-11=-28/342 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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) 12, 8. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss DG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210068 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-KrADmVzd0l5Iz_06Q_551zzC466jdzT043jTTBz4S7t Scale = 1:43.4 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 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 34 35 4x6 3x6 20-0-8 20-0-8 -0-11-4 0-11-4 10-0-4 10-0-4 20-0-8 10-0-4 20-11-12 0-11-4 0-11-06-9-20-11-07.00 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-R 0.13 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -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: 108 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-0-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19 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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 18, 25, 26, 28, 29, 30, 31, 32, 24, 23, 22, 21, 20, 19. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss DGR Truss Type SPECIAL Qty 1 Ply 3 MARKHAM A Job Reference (optional) I30210069 8.030 s Feb 17 2017 MiTek Industries, Inc. Tue Jun 20 14:24:04 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-eif4341bIW9bg_Z_iuGzsdFIrkQuFndQJ6lguvz4Mcf Scale = 1:41.0 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 18 19 5x9 4x6 6x10 7x18 MT18HS 3x6 3x6 7x18 MT18HS 12x12 3x8 10x10 4-6-0 4-6-0 10-0-4 5-6-4 13-9-10 3-9-6 17-7-0 3-9-6 20-0-8 2-5-8 4-6-0 4-6-0 7-3-2 2-9-2 10-0-4 2-9-2 13-9-10 3-9-6 17-7-0 3-9-6 20-0-8 2-5-8 0-11-06-9-20-11-00-8-07.00 12 Plate Offsets (X,Y)-- [7:0-7-1,0-0-3], [8:0-3-8,0-7-4], [9:0-6-0,0-7-4], [10:0-5-13,0-5-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.39 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.10 (loc) 9-10 9-10 6 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 413 lb FT = 0% GRIP 169/123 244/190 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 *Except* 2-10: 2x4 SP DSS, 5-7: 2x4 SP No.1, 3-9: 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.3, Right: 2x6 SPF No.2 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=9422/0-5-8, 6=9743/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14271/0, 2-11=-10378/0, 3-11=-10295/0, 3-12=-10237/0, 4-12=-10328/0, 4-5=-13728/0, 5-6=-16664/0 BOT CHORD 1-13=0/11503, 13-14=0/11626, 10-14=0/11748, 10-15=0/11502, 15-16=0/11592, 16-17=0/11688, 9-17=0/11788, 9-18=0/11826, 8-18=0/11826, 8-19=0/12978, 7-19=0/12836, 6-7=0/12829 WEBS 2-10=0/3790, 5-7=0/3787, 2-9=-2973/0, 3-9=0/10048, 4-9=-3945/0, 4-8=0/4075, 5-8=-1055/0 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-7 2x4 - 2 rows staggered at 0-4-0 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 5) Unbalanced snow loads have been considered for this design. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1645 lb down at 7-11-12, 1645 lb down at 9-11-12, 1645 lb down at 11-11-12, 1645 lb down at 13-11-12, and 1645 lb down at 15-11-12, and 3273 lb down at 17-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 1-6=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss DGR Truss Type SPECIAL Qty 1 Ply 3 MARKHAM A Job Reference (optional) I30210069 8.030 s Feb 17 2017 MiTek Industries, Inc. Tue Jun 20 14:24:04 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-eif4341bIW9bg_Z_iuGzsdFIrkQuFndQJ6lguvz4Mcf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-3273(B) 9=-1645(B) 8=-1645(B) 13=-1491 14=-1488 15=-1480 16=-1640 17=-1645(B) 18=-1645(B) 19=-1645(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700506 Truss EG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210070 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-GDHzBB_tYNM0CIAVXP7Z6O3UGwgr5lYIXNCaX4z4S7r Scale = 1:70.2 Sheet Front Right Option 6-4-15 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 20 19 18 17 15 14 13 12 1116 4x6 7x12 4x6 3x6 3x8 4x6 3x4 4x6 2x8 3x6 3x4 2x8 2x8 5x6 3x6 3x4 6-0-148-8-68-8-6 11-11-103-3-4 12-8-00-8-6 14-3-1 1-7-1 20-8-06-4-15 -1-3-4 1-3-4 4-5-15 4-5-15 6-4-0 1-10-1 8-8-6 2-4-6 11-11-10 3-3-4 16-2-1 4-2-7 20-8-0 4-5-15 21-11-4 1-3-4 1-10-412-0-01-10-412-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [5:0-3-2,0-2-0], [6:0-2-11,Edge], [7:0-2-12,0-2-4], [7:0-0-0,0-1-12], [30:0-2-11,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.57 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.36 0.01 (loc) 18-20 18-20 11 l/defl >999 >413 n/a L/d 240 180 n/a PLATES MT20 Weight: 313 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-18,6-18,6-17: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 27-28: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-3-8 except (jt=length) 20=0-3-8, 16=0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 15, 16 except 11=-135(LC 4) Max Grav All reactions 250 lb or less at joint(s) 15, 14, 13, 12 except 20=761(LC 8), 11=631(LC 8), 16=435(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/211, 3-5=-583/213, 5-6=-359/191, 6-8=-489/225, 2-20=-324/222, 9-11=-284/242 BOT CHORD 18-20=0/311, 16-17=0/258, 15-16=0/258, 14-15=0/258, 13-14=0/258, 12-13=0/258, 11-12=0/258 WEBS 6-18=0/264, 3-20=-469/0, 8-11=-434/0 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) 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 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) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 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) 20, 15, 16 except (jt=lb) 11=135. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss EGR Truss Type HIP Qty 1 Ply 3 MARKHAM A Job Reference (optional) I30210071 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-kQrLPX?VJgUtqSlh56fofcbbLK5?qA8Sm1x73Wz4S7q Scale = 1:67.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 19 20 21 22 23 3x6 7x12 5x6 5x6 5x6 6x8 3x6 8x8 7x12 10x10 3x6 10x10 5x6 5x6 4-2-1 4-2-1 8-8-6 4-6-6 11-11-10 3-3-4 16-6-0 4-6-5 20-8-0 4-2-0 -1-3-4 1-3-4 4-2-1 4-2-1 8-8-6 4-6-6 11-11-10 3-3-4 16-6-0 4-6-5 20-8-0 4-2-0 1-10-412-0-01-10-412-0-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [5:0-2-11,Edge], [6:0-2-11,Edge], [9:Edge,0-3-8], [10:0-3-8,0-5-0], [12:0-6-0,0-5-8], [14:0-3-8,0-5-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.25 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.02 (loc) 12-14 12-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 542 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 5-12,5-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 15=8573/0-3-8, 9=11259/0-3-8 Max Horz 15=72(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7716/0, 3-5=-6283/0, 5-6=-4147/23, 6-7=-6409/0, 7-8=-7667/0, 2-15=-7773/0, 8-9=-7623/0 BOT CHORD 12-14=0/4958, 11-12=0/4056, 10-11=0/4928 WEBS 3-14=0/2091, 3-12=-1602/89, 5-12=0/4144, 5-11=0/348, 6-11=0/4560, 7-11=-1416/94, 7-10=0/1809, 2-14=0/5092, 8-10=0/5017 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1648 lb down at 2-0-12, 1648 lb down at 4-0-12, 1648 lb down at 6-0-12, 1648 lb down at 8-0-12, 1648 lb down at 10-0-12, 1648 lb down at 12-0-12, 1648 lb down at 14-0-12, 1648 lb down at 16-0-12, 1648 lb down at 17-11-4, and 1642 lb down at 20-0-12, and 1645 lb down at 20-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-8=-60, 9-15=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss EGR Truss Type HIP Qty 1 Ply 3 MARKHAM A Job Reference (optional) I30210071 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:21 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-kQrLPX?VJgUtqSlh56fofcbbLK5?qA8Sm1x73Wz4S7q LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-1648(B) 11=-1648(B) 9=-1645(B) 16=-1648(B) 17=-1648(B) 18=-1648(B) 19=-1648(B) 20=-1648(B) 21=-1648(B) 22=-1648(B) 23=-1642(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700506 Truss F Truss Type PIGGYBACK ATTIC Qty 6 Ply 1 MARKHAM A Job Reference (optional) I30210072 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-CcPkcs074_ckRcJtfqA1Bp8ldkRbZhgb_hhhcyz4S7p Scale = 1:67.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 19 18 17 16 15 20 8x8 4x6 3x4 5x6 4x6 3x4 5x6 8x8 4x9 8x8 4x9 4x9 4x9 3x4 3x4 3x4 2x8 8x8 8x8 2x8 8-2-014-1-0 1-8-12 1-8-12 3-3-12 1-7-0 17-8-4 14-4-8 19-3-4 1-7-0 21-0-0 1-8-12 -1-3-4 1-3-4 1-8-12 1-8-12 3-3-12 1-7-0 7-10-5 4-6-9 13-1-11 5-3-7 17-8-4 4-6-9 19-3-4 1-7-0 21-0-0 1-8-12 22-3-4 1-3-4 2-10-012-0-02-10-012-0-014.00 12 Plate Offsets (X,Y)-- [7:0-2-11,Edge], [8:0-2-11,Edge], [16:0-3-8,0-6-0], [18:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.23 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.18 -0.26 0.01 -0.12 (loc) 16-18 16-18 15 16-18 l/defl >999 >956 n/a 1390 L/d 240 180 n/a 360 PLATES MT20 Weight: 241 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-8: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-18,11-16,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20 REACTIONS.(lb/size) 19=985/0-3-8, 15=985/0-3-8 Max Uplift 19=-51(LC 4), 15=-51(LC 4) Max Grav 19=1434(LC 9), 15=1434(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1412/73, 4-6=-881/115, 6-7=-363/64, 8-9=-363/64, 9-11=-881/115, 11-12=-1412/73 BOT CHORD 18-19=0/562, 16-18=0/633, 15-16=0/562 WEBS 4-18=-21/901, 11-16=-21/901, 6-20=-745/142, 9-20=-745/142, 3-18=0/256, 12-16=0/256, 3-19=-1523/0, 12-15=-1523/0 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 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4-6, 9-11, 6-20, 9-20 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 15. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss FG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210073 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-CcPkcs074_ckRcJtfqA1Bp8ldkRbZhgb_hhhcyz4S7p Scale = 1:73.4Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 19 18 17 16 15 20 8x8 4x6 3x4 8x8 4x6 3x4 8x8 4x9 8x8 4x9 4x9 4x9 3x4 3x4 3x4 2x8 2x8 8x8 8x8 2x8 2x8 2x8 8x8 2x8 2x8 8-2-014-1-0 1-8-12 1-8-12 3-3-12 1-7-0 17-8-4 14-4-8 19-3-4 1-7-0 21-0-0 1-8-12 -1-3-4 1-3-4 1-8-12 1-8-12 3-3-12 1-7-0 7-10-5 4-6-9 13-1-11 5-3-7 17-8-4 4-6-9 19-3-4 1-7-0 21-0-0 1-8-12 22-3-4 1-3-4 2-10-012-0-02-10-012-0-014.00 12 Plate Offsets (X,Y)-- [7:0-0-14,0-0-12], [7:0-2-11,Edge], [8:0-2-11,Edge], [8:0-1-0,0-0-13], [16:0-3-8,0-6-0], [18:0-3-8,0-6-0], [20:0-4-0,0-0-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.23 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.18 -0.26 0.01 -0.12 (loc) 16-18 16-18 15 16-18 l/defl >999 >956 n/a 1390 L/d 240 180 n/a 360 PLATES MT20 Weight: 496 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-8: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-18,11-16,6-9: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20 REACTIONS.(lb/size) 19=985/0-3-8, 15=985/0-3-8 Max Uplift 19=-51(LC 4), 15=-51(LC 4) Max Grav 19=1434(LC 9), 15=1434(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1412/73, 4-6=-881/115, 6-7=-363/64, 8-9=-363/64, 9-11=-881/115, 11-12=-1412/73 BOT CHORD 18-19=0/562, 16-18=0/633, 15-16=0/562 WEBS 4-18=-21/901, 11-16=-21/901, 6-20=-745/142, 9-20=-745/142, 3-18=0/256, 12-16=0/256, 3-19=-1523/0, 12-15=-1523/0 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) 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 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 2x4 MT20 unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 4-6, 9-11, 6-20, 9-20 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 16-18 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 15. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss FS Truss Type PIGGYBACK ATTIC Qty 2 Ply 1 MARKHAM A Job Reference (optional) I30210074 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-goz6pC1lrHkb3mu4CXhGk1hwk7nuI7JlDLQE8Pz4S7o Scale = 1:67.7 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 8x8 4x6 3x4 5x6 4x6 3x4 5x6 8x8 4x9 8x8 4x9 3x8 4x6 3x10 4x6 3x4 3x6 3x4 2x8 8x8 8x8 2x8 8-2-014-1-0 1-8-12 1-8-12 3-3-12 1-7-0 17-8-4 14-4-8 19-1-4 1-5-0 20-8-0 1-6-12 -1-3-4 1-3-4 1-8-12 1-8-12 3-3-12 1-7-0 7-10-5 4-6-9 13-1-11 5-3-7 17-8-4 4-6-9 19-1-4 1-5-0 20-8-0 1-6-12 2-10-012-0-03-2-1112-0-014.00 12 Plate Offsets (X,Y)-- [7:0-2-11,Edge], [8:0-2-11,Edge], [15:0-3-8,0-6-0], [17:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.22 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.18 -0.25 0.01 -0.12 (loc) 15-17 15-17 14 15-17 l/defl >999 >983 n/a 1415 L/d 240 180 n/a 360 PLATES MT20 Weight: 236 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-8: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-17,11-15,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19 REACTIONS.(lb/size) 18=974/0-3-8, 14=887/0-3-8 Max Horz 18=71(LC 4) Max Uplift 18=-49(LC 4), 14=-10(LC 4) Max Grav 18=1415(LC 9), 14=1374(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1366/65, 4-6=-864/113, 6-7=-368/66, 8-9=-368/66, 9-11=-868/118, 11-12=-1369/70 BOT CHORD 17-18=0/519, 15-17=0/600, 14-15=0/483 WEBS 4-17=-45/866, 11-15=-54/890, 6-19=-707/136, 9-19=-710/137, 3-17=0/251, 12-15=0/350, 3-18=-1472/0, 12-14=-1547/0 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 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 4-6, 9-11, 6-19, 9-19 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 15-17 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss GG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210075 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-8?XU1Y1NcbsRhvTGmECVGEDDnX8L1gsuS?Angrz4S7n Scale = 1:53.3 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 24 23 22 21 20 19 18 17 16 15 14 2x8 4x6 2x8 12-8-0 12-8-0 -1-3-4 1-3-4 6-4-0 6-4-0 12-8-0 6-4-0 13-11-4 1-3-4 1-10-49-2-141-10-414.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14], [11:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.08 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 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* 7-19: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-8-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except 24=-109(LC 4), 14=-109(LC 4), 19=-209(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=496(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-179/324, 6-7=-214/360, 7-8=-214/360, 8-9=-179/324 WEBS 7-19=-480/235 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-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 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) 20, 21, 22, 23, 18, 17, 16, 15 except (jt=lb) 24=109, 14=109, 19=209. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss H Truss Type MONO TRUSS Qty 6 Ply 1 MARKHAM A Job Reference (optional) I30210076 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:i5VER1b_vC3qfMSpvWCjYezHzH1-8?XU1Y1NcbsRhvTGmECVGEDE1X161gnuS?Angrz4S7n Scale = 1:17.0 1 2 3 4 5 6 2x8 2x4 2x4 3x4 7-11-8 7-11-8 -0-11-4 0-11-4 4-6-4 4-6-4 7-10-0 3-3-12 7-11-8 0-1-8 0-3-142-3-122-0-40-3-82-3-123.00 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 0.16 0.54 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.01 (loc) 2-5 2-5 5 l/defl >507 >203 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=376/0-3-8, 5=302/0-1-8 Max Horz 2=35(LC 6) Max Uplift 2=-112(LC 6), 5=-67(LC 6) Max Grav 2=391(LC 9), 5=342(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-574/231 BOT CHORD 2-5=-219/528 WEBS 3-5=-552/260 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=112. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss H1 Truss Type MONO TRUSS Qty 4 Ply 1 MARKHAM A Job Reference (optional) I30210077 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:i5VER1b_vC3qfMSpvWCjYezHzH1-dB5sEu20Nv_II32SKyjkpSmIkxQVm8r2hfvLCHz4S7m Scale = 1:13.3 1 2 3 4 5 2x8 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 0-3-141-9-121-6-40-3-81-9-123.00 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 0.55 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: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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=220/0-1-8 Max Horz 2=32(LC 6) Max Uplift 2=-105(LC 6), 4=-56(LC 6) Max Grav 2=306(LC 9), 4=243(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 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=105. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss HG Truss Type GABLE Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210078 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:i5VER1b_vC3qfMSpvWCjYezHzH1-dB5sEu20Nv_II32SKyjkpSmNYxTMm8r2hfvLCHz4S7m Scale = 1:9.3 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 2x4 2x4 2x8 -0-11-4 0-11-4 3-11-8 3-11-8 0-3-141-3-123.00 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 0.24 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.03 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=146/3-11-8, 2=216/3-11-8 Max Horz 2=25(LC 6) Max Uplift 4=-38(LC 6), 2=-83(LC 6) Max Grav 4=154(LC 9), 2=218(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss J Truss Type Common Qty 5 Ply 1 MARKHAM A Job Reference (optional) I30210079 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:haVH3x6nkeOFzESp0ixWYqz4Sem-5NfESE3e7C69wDdeufEzMfJY7LfOVYbBvJfulkz4S7l Scale = 1:33.1 1 2 3 4 5 6 7 8 9 10 4x6 3x4 5x9 2x4 2x4 3x4 9-4-10 9-4-10 18-9-4 9-4-10 -0-11-4 0-11-4 5-1-3 5-1-3 9-4-10 4-3-7 13-8-1 4-3-7 18-9-4 5-1-3 19-8-8 0-11-4 0-3-153-5-80-3-154.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-8], [6:0-3-14,0-1-8], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.81 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.42 0.05 (loc) 2-8 6-8 6 l/defl >999 >519 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-6 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) 2=800/0-9-4, 6=800/0-9-4 Max Uplift 2=-137(LC 6), 6=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1585/232, 3-4=-1199/128, 4-5=-1199/128, 5-6=-1585/232 BOT CHORD 2-8=-164/1461, 6-8=-164/1461 WEBS 4-8=0/516, 5-8=-461/157, 3-8=-461/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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) except (jt=lb) 2=137, 6=137. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss J1 Truss Type Common Qty 2 Ply 1 MARKHAM A Job Reference (optional) I30210080 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:haVH3x6nkeOFzESp0ixWYqz4Sem-5NfESE3e7C69wDdeufEzMfJXNLfpVYkBvJfulkz4S7l Scale = 1:30.5 1 2 3 4 5 6 7 8 9 4x6 5x9 2x4 2x4 4x6 3x8 3x4 8-7-6 8-7-6 18-0-0 9-4-10 4-3-15 4-3-15 8-7-6 4-3-7 12-10-13 4-3-7 18-0-0 5-1-3 18-11-4 0-11-4 0-7-03-5-80-3-154.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-15], [1:0-3-5,Edge], [5:0-3-14,0-1-8], [7:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.79 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.05 (loc) 5-7 5-7 5 l/defl >999 >496 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=701/Mechanical, 5=783/0-9-4 Max Horz 1=-15(LC 6) Max Uplift 1=-81(LC 6), 5=-137(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1454/228, 2-3=-1145/129, 3-4=-1145/128, 4-5=-1534/232 BOT CHORD 1-7=-160/1322, 5-7=-164/1413 WEBS 3-7=0/485, 4-7=-442/156, 2-7=-371/152 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=137. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss JG Truss Type Common Supported Gable Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210081 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:haVH3x6nkeOFzESp0ixWYqz4Sem-ZaCdfa4GuWE0YNCrRNlCutriLl9KE10K8zOSHAz4S7k Scale = 1:33.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 5x6 3x4 18-9-4 18-9-4 -0-11-4 0-11-4 9-4-10 9-4-10 18-9-4 9-4-10 19-8-8 0-11-4 0-3-153-5-80-3-154.00 12 Plate Offsets (X,Y)-- [17:0-3-0,0-3-0] 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 0.29 0.19 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.03 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 18-9-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 18, 14, 12, 10 except 17=-133(LC 12), 13=-135(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=511(LC 9), 12=513(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-18=-360/131, 9-12=-360/132 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-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 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 18, 14, 12, 10 except (jt=lb) 17=133, 13=135. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss PB1 Truss Type Piggyback Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210082 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-ZaCdfa4GuWE0YNCrRNlCutrlHlBiE23K8zOSHAz4S7k Scale = 1:21.1 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-3-7 5-3-7 2-7-11 2-7-11 5-3-7 2-7-11 0-5-102-11-60-1-100-5-100-1-1014.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 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=127/4-3-0, 4=127/4-3-0, 6=121/4-3-0 Max Uplift 2=-34(LC 4), 4=-34(LC 4) Max Grav 2=146(LC 8), 4=146(LC 8), 6=129(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss PB2 Truss Type Piggyback Qty 8 Ply 1 MARKHAM A Job Reference (optional) I30210083 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-ZaCdfa4GuWE0YNCrRNlCutrlHlBiE23K8zOSHAz4S7k Scale = 1:21.1 1 2 3 4 5 6 4x6 2x4 2x4 2x4 5-3-7 5-3-7 2-7-11 2-7-11 5-3-7 2-7-11 0-5-102-11-60-1-100-5-100-1-1014.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 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 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 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=127/4-3-0, 4=127/4-3-0, 6=121/4-3-0 Max Uplift 2=-34(LC 4), 4=-34(LC 4) Max Grav 2=146(LC 8), 4=146(LC 8), 6=129(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss PB3 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210084 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-1mm?tw5ufqMt9Xn1?4HRR4OxA8XMzVTUNd8?pcz4S7j Scale = 1:11.7 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 12 3 4 5 6 4x6 2x4 2x4 2x4 3-3-4 3-3-4 1-7-10 1-7-10 3-3-4 1-7-10 0-5-101-9-40-1-100-5-100-1-1014.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] 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-P 0.03 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 13 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 3-3-4 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=76/2-2-13, 4=76/2-2-13, 6=62/2-2-13 Max Uplift 2=-16(LC 4), 4=-16(LC 4) Max Grav 2=85(LC 8), 4=85(LC 8), 6=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss PB4 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210085 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-1mm?tw5ufqMt9Xn1?4HRR4OxD8XNzVTUNd8?pcz4S7j Scale = 1:11.7 12 3 4 5 6 4x6 2x4 2x4 2x4 3-3-4 3-3-4 1-7-10 1-7-10 3-3-4 1-7-10 0-5-101-9-40-1-100-5-100-1-1014.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 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 3-3-4 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=76/2-2-13, 4=76/2-2-13, 6=62/2-2-13 Max Uplift 2=-16(LC 4), 4=-16(LC 4) Max Grav 2=85(LC 8), 4=85(LC 8), 6=67(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 6) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V1 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210086 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-VyKN4G5WQ7UknhMDZoogzIx4YYr9ixddbHtYL2z4S7i Scale = 1:29.9 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 15-10-12 15-10-12 7-11-6 7-11-6 15-10-12 7-11-6 4-7-107.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] 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 0.18 0.17 0.08 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: 46 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-10-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=260(LC 1), 8=406(LC 11), 6=407(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-319/113, 4-6=-319/113 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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) 8, 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V2 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210087 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-vX0WiH8Pj2sJe84oEwLNbwZUvmrdvIE3IF6CyNz4S7f Scale = 1:22.6 1 2 3 4 5 6 3x4 4x6 3x4 2x4 11-10-12 11-10-12 5-11-6 5-11-6 11-10-12 5-11-6 3-5-107.00 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 0.62 0.25 0.09 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: 31 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=204/11-10-12, 3=204/11-10-12, 4=457/11-10-12 Max Uplift 1=-29(LC 6), 3=-29(LC 6), 4=-9(LC 6) Max Grav 1=230(LC 11), 3=230(LC 11), 4=497(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-327/72 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V3 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210088 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-vX0WiH8Pj2sJe84oEwLNbwZY6msmvJx3IF6CyNz4S7f Scale = 1:16.5 1 2 3 4 5 6 2x4 4x6 2x4 2x4 7-10-12 7-10-12 3-11-6 3-11-6 7-10-12 3-11-6 2-3-107.00 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 0.35 0.17 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: 20 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=142/7-10-12, 3=142/7-10-12, 4=262/7-10-12 Max Uplift 1=-29(LC 6), 3=-29(LC 6) Max Grav 1=163(LC 11), 3=163(LC 11), 4=281(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 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V4 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210089 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-Okauwd81UM_AGIf?odsc885oW9CVempDWvrmVqz4S7e Scale = 1:8.4 1 2 3 2x4 3x6 2x4 3-10-12 3-10-12 1-11-6 1-11-6 3-10-12 1-11-6 1-1-107.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-12 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=113/3-10-12, 3=113/3-10-12 Max Uplift 1=-13(LC 6), 3=-13(LC 6) Max Grav 1=126(LC 11), 3=126(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 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V5 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210090 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-Okauwd81UM_AGIf?odsc885i09C2egnDWvrmVqz4S7e Scale = 1:72.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 4x6 3x6 3x4 3x6 3x4 20-5-10 20-5-10 10-2-13 10-2-13 20-5-10 10-2-13 11-11-514.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14], [13:0-1-13,0-1-8] 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 0.40 0.17 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 9-13: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 5-12: 2x4 SPF No.2 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 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-5-10. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 1=-105(LC 5), 14=-189(LC 4), 15=-143(LC 4), 11=-189(LC 4), 10=-143(LC 4), 9=-104(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 9 except 14=482(LC 7), 15=373(LC 7), 11=483(LC 7), 10=373(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-400/239, 2-15=-305/184, 6-11=-400/239, 8-10=-305/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 189 lb uplift at joint 14, 143 lb uplift at joint 15, 189 lb uplift at joint 11, 143 lb uplift at joint 10 and 104 lb uplift at joint 9. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V6 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210091 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-sw7G7z9fFg61tSEBMLOrgLeuLZWQN8zMlZbJ1Gz4S7d Scale = 1:68.7 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 18-5-10 18-5-10 9-2-13 9-2-13 18-5-10 9-2-13 10-9-514.00 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 0.37 0.29 0.33 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: 77 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 3-8: 2x4 SPF No.2 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 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-5-10. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 8 except 9=-246(LC 4), 6=-246(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=612(LC 7), 6=612(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-484/293, 4-6=-486/294 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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) 8 except (jt=lb) 9=246, 6=246. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V7 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210092 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-sw7G7z9fFg61tSEBMLOrgLev2ZXtNB8MlZbJ1Gz4S7d Scale = 1:61.2 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 16-5-10 16-5-10 8-2-13 8-2-13 16-5-10 8-2-13 9-7-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [7:0-1-13,0-1-8] 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 0.26 0.20 0.19 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: 67 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 3-8: 2x4 SPF No.2 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 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-5-10. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-222(LC 4), 6=-222(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=529(LC 7), 6=529(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-425/265, 4-6=-426/265 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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 222 lb uplift at joint 9 and 222 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V8 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210093 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-K6heLJAH0zFuVcpNv2v4DZB5czuW6enW_DKtZiz4S7c Scale = 1:54.0 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 14-5-10 14-5-10 7-2-13 7-2-13 14-5-10 7-2-13 8-5-514.00 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 0.16 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: 57 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-5-10. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-203(LC 4), 6=-203(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=461(LC 7), 6=461(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-379/244, 4-6=-379/244 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 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 203 lb uplift at joint 9 and 203 lb uplift at joint 6. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V9 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210094 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-K6heLJAH0zFuVcpNv2v4DZB6rzva6fTW_DKtZiz4S7c Scale = 1:45.0 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-5-10 12-5-10 6-2-13 6-2-13 12-5-10 6-2-13 7-3-514.00 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 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-5-10. (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=418(LC 7), 6=418(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-354/236, 4-6=-354/236 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 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V10 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210095 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-VyKN4G5WQ7UknhMDZoogzIxyDYqWiwodbHtYL2z4S7i Scale = 1:39.7 1 2 3 42x8 4x6 2x8 2x4 10-5-10 10-5-10 5-2-13 5-2-13 10-5-10 5-2-13 6-1-514.00 12 Plate Offsets (X,Y)-- [1:0-4-4,0-1-0], [3:0-4-4,0-1-0] 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.21 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=229/10-5-10, 3=229/10-5-10, 4=329/10-5-10 Max Uplift 1=-43(LC 4), 3=-43(LC 4), 4=-6(LC 4) Max Grav 1=258(LC 7), 3=258(LC 7), 4=365(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V11 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210096 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-z9ulHb68BRcbPqxQ7VJvWVT70yBzRO3nqxd6uVz4S7h Scale = 1:33.5 1 2 3 42x4 4x6 2x4 2x4 8-5-10 8-5-10 4-2-13 4-2-13 8-5-10 4-2-13 4-11-514.00 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 0.64 0.13 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: 28 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=196/8-5-10, 3=196/8-5-10, 4=236/8-5-10 Max Uplift 1=-57(LC 4), 3=-57(LC 4) Max Grav 1=230(LC 7), 3=230(LC 7), 4=247(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V12 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210097 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-z9ulHb68BRcbPqxQ7VJvWVTChyB?RPbnqxd6uVz4S7h Scale = 1:26.3 1 2 3 42x4 4x6 2x4 2x4 6-5-10 6-5-10 3-2-13 3-2-13 6-5-10 3-2-13 3-9-514.00 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 0.35 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 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=145/6-5-10, 3=145/6-5-10, 4=177/6-5-10 Max Uplift 1=-48(LC 4), 3=-48(LC 4) Max Grav 1=173(LC 7), 3=173(LC 7), 4=185(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V13 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210098 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-z9ulHb68BRcbPqxQ7VJvWVTFuyD8RPqnqxd6uVz4S7h Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 4-5-10 4-5-10 2-2-13 2-2-13 4-5-10 2-2-13 2-7-514.00 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 0.14 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=95/4-5-10, 3=95/4-5-10, 4=116/4-5-10 Max Uplift 1=-33(LC 4), 3=-33(LC 4) Max Grav 1=114(LC 7), 3=114(LC 7), 4=122(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V14 Truss Type VALLEY Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210099 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-RLS7Vx7nylkS0_VcgDq83j0SOMYOAsKw3bMfQxz4S7g Scale = 1:10.0 1 2 3 2x4 3x6 2x4 2-5-10 2-5-10 1-2-13 1-2-13 2-5-10 1-2-13 1-5-514.00 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 0.03 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 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 2-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=73/2-5-10, 3=73/2-5-10 Max Uplift 1=-13(LC 4), 3=-13(LC 4) Max Grav 1=84(LC 7), 3=84(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V15 Truss Type Valley Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210100 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-RLS7Vx7nylkS0_VcgDq83j0QNMYHAs3w3bMfQxz4S7g Scale = 1:16.5 1 2 3 4 2x4 4x6 2x4 2x4 4-8-2 4-8-2 2-4-1 2-4-1 4-8-2 2-4-1 2-8-1214.00 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 0.16 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=100/4-8-2, 3=100/4-8-2, 4=122/4-8-2 Max Uplift 1=-35(LC 4), 3=-35(LC 4) Max Grav 1=121(LC 7), 3=121(LC 7), 4=129(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 Job 1700506 Truss V16 Truss Type Valley Qty 1 Ply 1 MARKHAM A Job Reference (optional) I30210101 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Jun 20 08:07:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:QQmY6fE_Oc6TJyAt5tM53QzajgR-vX0WiH8Pj2sJe84oEwLNbwZd1mtPvJa3IF6CyNz4S7f Scale = 1:10.7 1 2 3 2x4 3x6 2x4 2-8-2 2-8-2 1-4-1 1-4-1 2-8-2 1-4-1 1-6-1214.00 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 0.04 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=82/2-8-2, 3=82/2-8-2 Max Uplift 1=-15(LC 4), 3=-15(LC 4) Max Grav 1=93(LC 7), 3=93(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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 20,2017 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 8 7 6 54321BOTTOM 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 MiTek® 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 8 7 6 54321BOTTOM 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 System General 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.