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HomeMy WebLinkAboutAshmoor 48 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: I30032546 thru I30032637 My license renewal date for the state of Indiana is July 31, 2018. 1700475 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 B 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. June 2,2017 Job 1700475 Truss A Truss Type HIP Qty 4 Ply 1 MARKHAM B Job Reference (optional) I30032546 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:46 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-K9Uo272MBe09eiarZsTll4i2E5X_rq_HI0jy0bzAamB Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 3x6 5x6 5x6 3x6 4x6 3x4 4x6 3x4 3x8 3x4 3x8 3x4 3x4 4x6 4x6 4x8 MT18HS 4x8 MT18HS 4x6 4x6 3x6 8-8-10 8-8-10 17-1-11 8-5-2 25-10-6 8-8-11 34-9-7 8-11-1 44-0-0 9-2-9 -0-11-4 0-11-4 5-10-14 5-10-14 11-6-5 5-7-6 17-1-11 5-7-6 21-6-1 4-4-5 25-10-6 4-4-5 31-9-12 5-11-6 37-9-2 5-11-6 44-0-0 6-2-14 45-11-4 1-11-4 2-0-012-0-01-5-112-0-07.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-3-0,0-1-12], [8:0-3-0,0-1-12], [12:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.61 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.17 (loc) 15-17 15-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 238 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 3-21,11-15,2-22,12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 5-19, 7-19, 7-17, 9-17, 3-22, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=1811/0-3-8, 14=1876/0-3-8 Max Horz 22=-28(LC 6) Max Uplift 22=-143(LC 6), 14=-177(LC 6) Max Grav 22=2317(LC 18), 14=2359(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/124, 3-5=-2863/241, 5-6=-2485/276, 6-7=-2059/267, 7-8=-2097/268, 8-9=-2535/275, 9-11=-3095/238, 11-12=-360/102, 2-22=-325/133, 12-14=-426/159 BOT CHORD 21-22=-11/2280, 19-21=0/2326, 17-19=0/2007, 15-17=0/2467, 14-15=-25/2553 WEBS 5-19=-670/129, 6-19=-48/822, 7-19=-335/117, 7-17=-270/186, 8-17=-45/827, 9-17=-816/135, 9-15=0/300, 3-22=-2910/83, 11-14=-3044/106 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=143, 14=177. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss A1 Truss Type HIP Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032547 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:47 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-oL1AFT2_yy90Gs927a__HHFD1VqXaHKQWgSVY2zAamA Scale = 1:81.0 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 3x6 5x6 5x6 3x6 4x6 3x4 4x6 3x4 3x8 3x4 3x8 3x4 3x4 4x6 3x6 4x8 MT18HS 4x8 MT18HS 4x6 4x6 3x6 8-6-14 8-6-14 16-10-3 8-3-6 25-6-14 8-8-11 34-5-15 8-11-1 43-8-8 9-2-9 5-9-12 5-9-12 11-4-0 5-6-4 16-10-3 5-6-4 21-2-9 4-4-5 25-6-14 4-4-5 31-6-4 5-11-6 37-5-10 5-11-6 43-8-8 6-2-14 45-7-12 1-11-4 2-2-112-0-01-5-112-0-07.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [7:0-3-0,0-1-12], [11:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.78 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.45 0.18 (loc) 14-16 14-16 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 237 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-21,13-15: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 2-20,10-14,1-21,11-13: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-3 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 4-18, 6-18, 6-16, 8-16, 2-21, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=1734/Mechanical, 13=1865/0-3-8 Max Horz 21=-57(LC 6) Max Uplift 21=-109(LC 6), 13=-175(LC 6) Max Grav 21=2243(LC 18), 13=2345(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2782/237, 4-5=-2444/273, 5-6=-2026/264, 6-7=-2075/266, 7-8=-2510/272, 8-10=-3073/236, 10-11=-359/102, 1-21=-250/78, 11-13=-426/159 BOT CHORD 20-21=-1/2195, 18-20=0/2265, 16-18=0/1980, 14-16=0/2446, 13-14=-23/2535 WEBS 2-20=0/253, 4-18=-631/125, 5-18=-48/807, 6-18=-337/104, 6-16=-258/190, 7-16=-44/814, 8-16=-818/136, 8-14=0/302, 2-21=-2884/110, 10-13=-3022/104 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=109, 13=175. 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 2,2017 Job 1700475 Truss A2 Truss Type HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032548 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:48 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-GXbYTp3cjFHtu?kEgHWDqVnMCuEKJjLZlKC25UzAam9 Scale = 1:83.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 3x6 6x12 MT18HS 4x14 MT18HS 3x8 4x8 MT18HS 3x6 3x6 4x12 3x4 3x8 2x4 6x12 MT18HS 3x4 3x6 8x8 6x8 4x6 4x12 3x6 3x6 6-10-12 6-10-12 13-6-1 6-7-4 21-6-1 8-0-0 29-6-1 8-0-0 36-7-4 7-1-4 44-0-0 7-4-12 -0-11-4 0-11-4 6-10-12 6-10-12 13-6-1 6-7-4 21-6-1 8-0-0 29-6-1 8-0-0 36-7-4 7-1-4 44-0-0 7-4-12 45-11-4 1-11-4 2-0-09-8-49-10-81-5-19-8-47.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-8-1,Edge], [7:0-7-0,Edge], [8:0-8-1,Edge], [11:0-5-3,0-2-0], [14:0-3-8,Edge], [21:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.95 0.49 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.40 0.11 (loc) 17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 224 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8: 2x4 SP 2400F 2.0E, 8-9,9-12: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 3-21,10-14,2-21,11-14: 2x4 SPF Stud/No.3, 11-13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 3-19, 6-17, 10-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=1808/0-3-8, 13=1877/0-3-8 Max Horz 22=-30(LC 6) Max Uplift 22=-152(LC 6), 13=-188(LC 6) Max Grav 22=2209(LC 18), 13=2262(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2643/202, 3-5=-2405/262, 5-6=-2591/292, 6-8=-2585/291, 8-10=-2502/261, 10-11=-2912/204, 2-22=-2138/187, 11-13=-2188/227 BOT CHORD 19-21=-4/2149, 17-19=0/2021, 16-17=0/2085, 14-16=-14/2382, 13-14=-39/343 WEBS 3-21=-390/93, 3-19=-370/161, 5-19=0/394, 5-17=-50/875, 6-17=-1095/177, 8-17=-46/775, 8-16=0/494, 10-16=-554/90, 2-21=-38/2024, 11-14=-50/2125 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=152, 13=188. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss A3 Truss Type HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032549 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:49 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-kk9wg94EUZPkV9JQE?1SNiKZtIYV2BKj__xcdwzAam8 Scale = 1:83.2 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 3x6 5x6 5x6 3x6 4x6 3x4 4x6 3x4 3x8 3x4 3x8 3x4 3x4 4x6 4x6 4x8 MT18HS 4x8 MT18HS 4x6 4x6 3x6 8-10-12 8-10-12 17-6-1 8-7-4 25-6-1 8-0-0 34-7-4 9-1-4 44-0-0 9-4-12 -0-11-4 0-11-4 6-0-6 6-0-6 11-9-3 5-8-14 17-6-1 5-8-14 21-6-1 4-0-0 25-6-1 4-0-0 31-6-14 6-0-13 37-7-11 6-0-13 44-0-0 6-4-5 45-11-4 1-11-4 2-0-012-0-412-2-81-5-112-0-47.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [12:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.62 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.44 0.17 (loc) 15-17 14-15 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 239 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 3-21,11-15,2-22,12-14: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 5-19, 7-19, 7-17, 9-17, 3-22, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=1811/0-3-8, 14=1876/0-3-8 Max Horz 22=-28(LC 6) Max Uplift 22=-142(LC 6), 14=-176(LC 6) Max Grav 22=2326(LC 18), 14=2358(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-270/125, 3-5=-2890/242, 5-6=-2509/276, 6-7=-2075/267, 7-8=-2111/267, 8-9=-2559/276, 9-11=-3111/239, 11-12=-373/104, 2-22=-332/134, 12-14=-435/160 BOT CHORD 21-22=-10/2303, 19-21=0/2343, 17-19=0/2033, 15-17=0/2476, 14-15=-24/2560 WEBS 5-19=-659/130, 6-19=-53/850, 7-19=-365/99, 7-17=-300/166, 8-17=-50/856, 9-17=-799/136, 9-15=0/310, 3-22=-2928/82, 11-14=-3040/105 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=142, 14=176. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss A4 Truss Type HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032550 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:50 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-CwjJuU5tFsXb7JucoiYhvwtj4is?ncysCeh99NzAam7 Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 3x6 5x6 6x6 3x8 4x6 3x4 4x6 3x4 3x8 3x6 3x4 3x4 4x6 2x8 4x8 MT18HS 4x8 MT18HS 4x6 4x6 3x6 9-0-14 9-0-14 18-5-3 9-4-4 23-11-15 5-6-13 33-4-9 9-4-10 43-8-8 10-3-15 5-7-0 5-7-0 11-11-10 6-4-10 18-5-3 6-5-9 23-11-15 5-6-13 30-5-10 6-5-11 36-11-5 6-5-11 43-8-8 6-9-3 45-7-12 1-11-4 2-2-112-8-1212-11-11-5-112-8-127.00 12 Plate Offsets (X,Y)-- [10:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.73 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.60 0.18 (loc) 12-13 12-13 12 l/defl >999 >874 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 231 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5,6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 14-16,16-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,9-13,1-20,10-12: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 4-17, 6-17, 7-15, 2-20, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 20=1734/Mechanical, 12=1865/0-3-8 Max Horz 20=-57(LC 6) Max Uplift 20=-105(LC 6), 12=-172(LC 6) Max Grav 20=2289(LC 18), 12=2388(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2897/227, 4-5=-2519/275, 5-6=-2067/270, 6-7=-2553/276, 7-9=-3156/234, 9-10=-416/108, 10-12=-467/164 BOT CHORD 19-20=-1/2227, 17-19=0/2377, 15-17=0/2011, 13-15=0/2513, 12-13=-20/2620 WEBS 2-19=0/252, 4-17=-701/136, 5-17=-28/780, 6-17=-284/209, 6-15=-32/861, 7-15=-887/140, 7-13=0/378, 2-20=-2967/117, 9-12=-3064/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=105, 12=172. 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 2,2017 Job 1700475 Truss A5 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032551 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:51 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-g6Hh5q6V0AfSlTTpMQ3wS7Ptj6CgW4z0RIQjhpzAam6 Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 3x6 5x6 5x14 MT18HS 5x6 3x6 3x4 3x6 3x6 3x8 3x8 2x4 5x6 3x8 3x6 7x12 4x6 4x6 5x9 3x6 3x6 6-3-3 6-3-3 14-9-2 8-5-15 21-11-15 7-2-13 27-11-15 6-0-0 35-8-8 7-8-8 43-8-8 8-0-0 6-3-3 6-3-3 12-2-14 5-11-11 18-2-9 5-11-11 21-11-15 3-9-6 27-11-15 6-0-0 35-8-8 7-8-8 43-8-8 8-0-0 45-7-12 1-11-4 2-2-110-4-1212-9-91-5-110-4-127.00 12 Plate Offsets (X,Y)-- [6:0-7-6,0-1-7], [13:0-3-8,Edge], [20:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.71 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.42 0.11 (loc) 15 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 240 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7,8-11: 2x4 SPF-S 1650F 1.6E, 7-8: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-20,9-13,1-21,1-20,10-13: 2x4 SPF Stud/No.3, 10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 2-18, 4-18, 6-16, 6-15, 9-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=1730/Mechanical, 12=1867/0-3-8 Max Horz 21=-58(LC 6) Max Uplift 21=-104(LC 6), 12=-176(LC 6) Max Grav 21=1872(LC 12), 12=2236(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2216/165, 2-4=-2232/231, 4-5=-2182/303, 5-6=-2557/348, 6-7=-2048/252, 7-9=-2519/247, 9-10=-2968/189, 1-21=-1819/131, 10-12=-2160/218 BOT CHORD 18-20=0/1811, 16-18=0/1492, 15-16=0/1962, 13-15=0/2420, 12-13=-27/364 WEBS 2-20=-397/111, 4-18=-495/146, 5-18=-75/660, 5-16=-174/1607, 6-16=-1422/242, 6-15=-423/26, 7-15=0/664, 9-15=-658/103, 1-20=-44/1818, 10-13=-19/2140 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=104, 12=176. 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 2,2017 Job 1700475 Truss A6 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032552 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:52 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-8Jr3JA67nUnIMd2?v7a9_Ly2?WaqFWb9gyAGEFzAam5 Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 3x6 5x6 5x10 MT18HS 6x6 3x6 4x6 3x4 4x6 3x4 4x9 4x6 5x9 3x4 3x6 8x8 3x6 3x8 4x8 MT18HS 5x6 3x6 3x6 8-10-5 8-10-5 18-2-9 9-4-4 25-11-15 7-9-6 31-11-15 6-0-0 37-8-8 5-8-8 43-8-8 6-0-0 6-3-3 6-3-3 12-2-14 5-11-11 18-2-9 5-11-11 22-1-4 3-10-11 25-11-15 3-10-11 31-11-15 6-0-0 37-8-8 5-8-8 43-8-8 6-0-0 45-7-12 1-11-4 2-2-18-0-1212-9-91-5-18-0-127.00 12 Plate Offsets (X,Y)-- [7:0-4-12,0-1-7], [11:0-3-0,0-1-12], [13:0-3-8,Edge], [14:0-3-8,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 0.90 0.58 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.48 0.13 (loc) 17 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 236 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 4-21,4-19,5-19,6-19,6-17,8-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-21, 4-19, 6-19, 7-17, 2-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=1734/Mechanical, 13=1865/0-3-8 Max Horz 22=-57(LC 6) Max Uplift 22=-103(LC 6), 13=-175(LC 6) Max Grav 22=1882(LC 12), 13=2384(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2312/238, 4-5=-2066/270, 5-6=-2125/280, 6-7=-3263/342, 7-8=-2747/254, 8-10=-2743/232, 10-11=-2925/178, 1-22=-273/85, 11-13=-2318/206 BOT CHORD 21-22=0/1793, 19-21=0/1775, 17-19=0/2060, 15-17=0/2164, 14-15=-8/2386 WEBS 4-19=-531/140, 5-19=-187/1727, 6-19=-1374/185, 6-17=-151/1545, 7-17=-1917/256, 8-17=-39/772, 8-15=0/312, 10-15=-296/74, 10-14=-345/84, 2-22=-2280/93, 11-14=-51/2231 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=103, 13=175. 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 2,2017 Job 1700475 Truss A7 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032553 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:53 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-dVPRWW7lYnv9_ndBTr5OXYUCQvsV_?JIvcvpmhzAam4 Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 3x6 5x6 5x14 MT18HS 6x6 4x6 3x4 4x6 3x4 4x9 3x6 3x6 3x8 8x8 3x6 3x8 4x8 MT18HS 6x12 MT18HS 3x6 4x6 7-8-10 7-8-10 18-2-9 10-5-15 24-1-4 5-10-11 29-11-15 5-10-11 35-11-15 6-0-0 43-8-8 7-8-9 6-3-3 6-3-3 12-2-14 5-11-11 18-2-9 5-11-11 24-1-4 5-10-11 29-11-15 5-10-11 35-11-15 6-0-0 43-8-8 7-8-9 45-7-12 1-11-4 2-2-15-8-1212-9-91-5-15-8-127.00 12 Plate Offsets (X,Y)-- [7:0-7-3,0-1-7], [9:0-3-8,Edge], [11:0-3-8,Edge], [12:0-3-8,Edge], [14:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.98 0.87 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.84 0.15 (loc) 17-19 17-19 11 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 229 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF-S 1650F 1.6E, 8-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 11-13,13-16: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 4-19,4-17,5-17,6-17,6-15,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 4-17, 6-17, 7-15, 2-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 20=1734/Mechanical, 11=1865/0-3-8 Max Horz 20=-57(LC 6) Max Uplift 20=-102(LC 6), 11=-176(LC 6) Max Grav 20=1888(LC 12), 11=2401(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2328/248, 4-5=-2128/266, 5-6=-2237/268, 6-7=-3096/258, 7-8=-3576/261, 8-9=-2916/184, 1-20=-267/90, 9-11=-2326/216 BOT CHORD 19-20=0/1816, 17-19=0/1787, 15-17=0/2459, 14-15=-53/3473, 12-14=0/2329, 11-12=-0/440 WEBS 2-19=0/262, 4-17=-518/148, 5-17=-165/1703, 6-17=-1522/179, 6-15=-36/1039, 7-15=-1390/134, 7-14=-931/127, 8-14=-83/1570, 2-20=-2324/68, 9-12=0/1938 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=102, 11=176. 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 2,2017 Job 1700475 Truss A8 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032554 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:54 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-5hzpjs8NI510cwBO1Ycd3m1NJJFqjRWS7GfNI8zAam3 Scale = 1:89.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 3x6 5x6 4x9 6x6 4x6 3x4 4x6 3x4 4x9 3x6 3x6 5x10 MT18HS 5x6 8x8 3x6 3x8 3x8 MT18HS 5x6 3x12 MT18HS4x6 8-2-11 8-2-11 18-2-9 9-11-14 25-1-6 6-10-13 32-0-3 6-10-13 38-0-3 6-0-0 43-8-8 5-8-5 6-3-3 6-3-3 12-2-14 5-11-11 18-2-9 5-11-11 25-1-6 6-10-13 32-0-3 6-10-13 38-0-3 6-0-0 43-8-8 5-8-5 45-7-12 1-11-4 2-2-14-6-1012-9-91-5-14-6-107.00 12 Plate Offsets (X,Y)-- [6:0-4-8,Edge], [8:0-4-5,0-1-7], [10:0-3-0,0-1-12], [13:0-3-8,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 0.98 0.68 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.16 (loc) 14-16 18-20 12 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 220 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x4 SP 2400F 2.0E, 1-3,6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 4-20,4-18,5-18,7-18,7-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-1 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-20, 4-18, 7-18, 8-16, 2-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=1734/Mechanical, 12=1865/0-3-8 Max Horz 21=-57(LC 6) Max Uplift 21=-101(LC 6), 12=-177(LC 6) Max Grav 21=1891(LC 12), 12=2351(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2329/242, 4-5=-2112/266, 5-7=-2243/263, 7-8=-3310/250, 8-9=-4147/271, 9-10=-2772/172, 1-21=-270/87, 10-12=-2297/205 BOT CHORD 20-21=0/1812, 18-20=0/1782, 16-18=0/2646, 14-16=-95/4051, 13-14=-8/2271 WEBS 4-18=-524/143, 5-18=-154/1685, 7-18=-1629/181, 7-16=-2/1010, 8-16=-1660/145, 8-14=-1158/147, 9-14=-113/2228, 9-13=-340/82, 2-21=-2313/78, 10-13=-40/2120 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=101, 12=177. 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 2,2017 Job 1700475 Truss AGR Truss Type HIP Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032555 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:56 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-144a8Y9dqiHkrELm8zf59B6oO7vQBN3lba8TN0zAam1 Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 6x6 3x6 3x6 4x6 4x9 3x6 4x9 4x6 4x6 3x4 2x4 4x9 6x6 4x6 3x6 6x6 4x6 4x6 4x6 4x9 4x9 4-10-12 4-10-12 9-6-1 4-7-4 17-5-8 7-11-7 25-6-10 8-1-3 33-6-1 7-11-7 38-7-4 5-1-4 44-0-0 5-4-12 -0-11-4 0-11-4 4-10-12 4-10-12 9-6-1 4-7-4 17-5-8 7-11-7 25-6-10 8-1-3 33-6-1 7-11-7 38-7-4 5-1-4 44-0-0 5-4-12 45-11-4 1-11-4 2-0-07-4-47-6-91-5-17-4-47.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-2-14,0-2-0], [13:Edge,0-2-0], [22:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.73 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.40 0.09 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 494 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-19,5-17,8-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS.(lb/size) 23=3127/0-3-8, 13=3131/0-3-8 Max Horz 23=-28(LC 6) Max Uplift 23=-760(LC 6), 13=-759(LC 6) Max Grav 23=3436(LC 17), 13=3408(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4027/911, 3-4=-4591/1047, 4-5=-5991/1315, 5-7=-6068/1328, 7-8=-6074/1330, 8-10=-4904/1102, 10-11=-4588/1007, 2-23=-3318/762, 11-13=-3292/771 BOT CHORD 21-22=-638/3435, 19-21=-686/3989, 17-19=-1067/5985, 15-17=-735/4243, 14-15=-728/3908, 13-14=-29/262 WEBS 3-22=-890/182, 3-21=-87/785, 4-21=-228/443, 4-19=-509/2670, 5-19=-1071/188, 7-17=-1002/174, 8-17=-464/2441, 8-15=-132/685, 10-15=-250/447, 10-14=-496/122, 2-22=-702/3526, 11-14=-750/3746 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=760, 13=759. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss AGR Truss Type HIP Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032555 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:56 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-144a8Y9dqiHkrELm8zf59B6oO7vQBN3lba8TN0zAam1 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 89 lb up at 3-6-13, 131 lb down and 63 lb up at 5-6-13, 131 lb down and 66 lb up at 7-6-13, 131 lb down and 68 lb up at 9-6-13, 131 lb down and 68 lb up at 11-6-13, 131 lb down and 68 lb up at 13-6-13, 131 lb down and 68 lb up at 15-6-13, 131 lb down and 68 lb up at 17-6-13, 131 lb down and 68 lb up at 19-6-13, 131 lb down and 68 lb up at 21-6-13, 131 lb down and 68 lb up at 23-6-13, 131 lb down and 68 lb up at 25-6-13, 131 lb down and 68 lb up at 27-6-13, 131 lb down and 68 lb up at 29-6-13, 131 lb down and 68 lb up at 31-6-13, 131 lb down and 68 lb up at 33-5-5, 131 lb down and 66 lb up at 35-5-5, and 107 lb down and 59 lb up at 37-5-5, and 194 lb down and 81 lb up at 39-5-5 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, 2-4=-60, 4-8=-60, 8-11=-60, 11-12=-60, 13-23=-20 Concentrated Loads (lb) Vert: 21=-131(F) 19=-131(F) 17=-131(F) 15=-131(F) 26=-179(F) 27=-131(F) 28=-131(F) 29=-131(F) 30=-131(F) 31=-131(F) 32=-131(F) 33=-131(F) 34=-131(F) 35=-131(F) 36=-131(F) 37=-131(F) 38=-131(F) 39=-107(F) 40=-194(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700475 Truss B Truss Type COMMON Qty 5 Ply 1 MARKHAM B Job Reference (optional) I30032556 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:57 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-VGeyMuAGb0PbTOwzigAKhOfxQWDwwrTupEt1vTzAam0 Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 193x6 5x6 3x6 4x6 3x4 4x6 3x4 3x8 3x4 3x4 4x6 2x8 3x6 3x8 4x6 3x6 8-3-8 8-3-8 18-2-9 9-11-1 28-1-10 9-11-1 37-8-8 9-6-14 5-4-15 5-4-15 11-9-12 6-4-13 18-2-9 6-4-13 24-7-6 6-4-13 31-0-3 6-4-13 37-8-8 6-8-5 39-7-12 1-11-4 2-2-112-9-91-5-17.00 12 Plate Offsets (X,Y)-- [9:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.84 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.49 0.11 (loc) 11-12 14-16 11 l/defl >999 >909 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-16,4-14,5-14,6-14,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 2-17, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=1493/Mechanical, 11=1625/0-3-8 Max Horz 17=-56(LC 6) Max Uplift 17=-84(LC 6), 11=-152(LC 6) Max Grav 17=1640(LC 12), 11=1718(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1955/201, 4-5=-1630/235, 5-6=-1630/235, 6-8=-2147/207, 8-9=-395/112, 9-11=-454/166 BOT CHORD 16-17=0/1484, 14-16=0/1470, 12-14=0/1550, 11-12=0/1767 WEBS 4-14=-527/149, 5-14=-124/1161, 6-14=-661/152, 6-12=0/384, 2-17=-1956/81, 8-11=-1932/58 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) 17 except (jt=lb) 11=152. 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 2,2017 Job 1700475 Truss BT Truss Type SPECIAL Qty 3 Ply 1 MARKHAM B Job Reference (optional) I30032557 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:58 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-zTCKZEBuMKXS4YV9GOhZEcC5IwdYfHH22tdaRvzAam? Scale = 1:78.2 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 253x6 5x6 3x6 4x6 6x12 4x9 5x6 5x6 4x9 10x12 3x6 4x6 3x6 5x9 3x4 3x4 4x6 4x6 3x8 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 18-6-1 3-11-9 24-10-14 6-4-13 31-3-11 6-4-13 38-0-0 6-8-5 2-0-012-9-91-5-11-6-07.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:0-3-0,Edge], [16:0-1-4,0-1-4], [22:0-1-4,0-1-4] 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 0.85 0.63 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.51 0.27 (loc) 15-16 15-16 12 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 Weight: 223 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-16: 2x4 SPF-S 1650F 1.6E, 6-18,7-17,7-15,8-15,8-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-15, 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=1574/0-3-8, 12=1507/0-3-8 Max Horz 23=25(LC 6) Max Uplift 23=-119(LC 6), 12=-86(LC 6) Max Grav 23=1694(LC 12), 12=1654(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1492/124, 3-4=-2577/177, 4-6=-2177/217, 6-7=-1931/308, 7-8=-1908/280, 8-10=-2242/246, 10-11=-354/108, 2-23=-1654/132, 11-12=-345/91 BOT CHORD 20-21=-70/1817, 19-20=-58/2272, 18-19=-8/2085, 17-18=0/1956, 13-15=0/1561, 12-13=-46/1794 WEBS 3-21=-2074/97, 6-17=-1958/105, 3-20=-9/1608, 4-19=0/280, 4-18=-601/102, 6-18=0/1746, 15-17=0/1057, 7-17=-127/872, 7-15=-88/750, 8-15=-636/188, 8-13=-57/371, 2-21=-68/1519, 10-12=-2022/61 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 except (jt=lb) 23=119. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss BT1 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032558 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:23:59 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-RfminZCW7dfJii4Lq5CompkEeKwDOiCBHXM8zLzAam_ Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 3x6 6x6 5x10 MT18HS 3x8 4x9 8x16 5x9 6x6 6x6 10x12 3x6 4x6 3x6 6x10 3x4 3x6 8x8 5x6 4x8 MT18HS 5x6 2-3-8 2-3-8 3-3-8 1-0-0 8-4-12 5-1-4 13-6-8 5-1-12 14-6-8 1-0-0 22-6-1 7-11-9 30-1-4 7-7-4 38-0-0 7-10-12 -0-11-4 0-11-4 2-3-8 2-3-8 8-4-12 6-1-4 14-6-1 6-1-4 18-6-1 4-0-0 22-6-1 4-0-0 30-1-4 7-7-4 38-0-0 7-10-12 2-0-010-3-410-5-81-5-11-6-010-3-47.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-8], [7:0-1-12,0-0-0], [9:0-6-1,Edge], [12:Edge,0-1-12], [13:0-3-8,Edge], [14:0-3-8,Edge], [16:0-4-8,0-3-0], [17:0-0-14,0-1-8], [17:0-4-11,0-4-10] , [23:0-1-4,0-1-4], [23:0-8-12,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.79 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.54 0.32 (loc) 19-20 16-17 13 l/defl >999 >844 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 217 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 9-10,10-12: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-17,6-19,8-18,8-16,9-16,11-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-12 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17, 8-18, 8-16, 11-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 24=1574/0-3-8, 13=1507/0-3-8 Max Horz 24=25(LC 6) Max Uplift 24=-129(LC 6), 13=-96(LC 6) Max Grav 24=2084(LC 18), 13=1999(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1780/131, 3-4=-3211/195, 4-6=-2559/235, 6-7=-2195/183, 7-8=-1863/233, 8-9=-1826/232, 9-11=-2275/228, 11-12=-2803/178, 2-24=-2044/142, 12-13=-1920/137 BOT CHORD 21-22=-81/2325, 20-21=-72/2886, 19-20=-24/2642, 18-19=0/2401, 14-16=-47/2310 WEBS 3-22=-2720/112, 7-18=-1417/0, 3-21=-22/2103, 3-20=-280/49, 4-20=0/279, 4-19=-834/100, 6-19=0/2195, 16-18=0/1656, 8-16=-333/90, 9-16=-12/604, 11-16=-715/120, 12-14=-37/2095, 2-22=-76/1895 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 24=129. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss BTGR Truss Type SPECIAL Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032559 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:01 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-O2uTCFDmfFv1x?EkxWEGsEqhn8eOsdnUkrrE1EzAaly Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 4x6 3x6 8x16 7x12 7x12 4x6 8x16 4x9 4x6 5x9 3x6 4x6 5x6 3x8 4x9 3x6 6x6 4x6 4x6 6x6 2-3-8 2-3-8 3-3-8 1-0-0 6-3-0 2-11-8 13-6-8 7-3-8 14-6-8 1-0-0 22-6-1 7-11-9 32-3-1 9-9-0 38-0-0 5-8-15 -0-11-4 0-11-4 2-3-8 2-3-8 6-3-0 3-11-8 14-6-1 8-3-1 14-6-8 0-0-7 20-9-1 6-2-9 22-6-1 1-9-0 26-6-2 4-0-1 32-3-1 5-8-15 38-0-0 5-8-15 2-0-07-11-38-1-81-5-11-6-07-11-37.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [12:Edge,0-3-8], [17:0-1-15,0-1-15], [17:0-9-7,0-5-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.62 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.33 0.18 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 486 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 23-24: 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-23,6-17: 2x6 SPF No.2, 8-18,8-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-11 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 24=2874/0-3-8, 12=2724/0-3-8 Max Horz 24=23(LC 6) Max Uplift 24=-680(LC 6), 12=-609(LC 6) Max Grav 24=3242(LC 18), 12=3063(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2672/604, 3-4=-4999/1106, 4-5=-4555/1030, 5-6=-4571/1028, 6-8=-4081/940, 8-9=-3346/809, 9-10=-3918/907, 10-11=-4165/889, 2-24=-3220/693, 11-12=-2934/606 BOT CHORD 22-23=-678/3324, 21-22=-884/4401, 20-21=-838/4260, 19-20=-699/3921, 18-19=-961/5354, 16-17=-181/999, 14-16=-745/4159, 13-14=-684/3479, 12-13=-47/287 WEBS 3-23=-4091/811, 6-18=-2772/512, 3-22=-721/3605, 4-21=-92/442, 4-20=-820/181, 6-19=-360/2107, 16-18=-566/3169, 8-14=-1330/241, 9-14=-361/1598, 10-14=-431/101, 10-13=-296/44, 5-20=-224/1030, 11-13=-650/3254, 5-19=-261/1450, 8-16=-121/436, 2-23=-551/2722 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=680, 12=609. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss BTGR Truss Type SPECIAL Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032559 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:01 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-O2uTCFDmfFv1x?EkxWEGsEqhn8eOsdnUkrrE1EzAaly NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 84 lb up at 14-5-5 on top chord, and 151 lb down and 83 lb up at 2-3-8, 149 lb down and 67 lb up at 4-2-12, 152 lb down and 69 lb up at 6-2-12, 152 lb down and 72 lb up at 8-2-12, 152 lb down and 75 lb up at 10-6-13 , 152 lb down and 75 lb up at 12-5-5, 152 lb down and 69 lb up at 16-5-5, 152 lb down and 69 lb up at 18-5-5, 152 lb down and 69 lb up at 20-5-5, 152 lb down and 69 lb up at 22-5-5, 152 lb down and 69 lb up at 24-5-5, 152 lb down and 69 lb up at 26-5-5, 152 lb down and 67 lb up at 28-5-5, 152 lb down and 64 lb up at 30-5-5, and 138 lb down and 57 lb up at 32-5-5, and 147 lb down and 93 lb up at 34-5-5 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, 5-9=-60, 9-11=-60, 23-24=-20, 22-23=-20, 19-22=-20, 18-19=-20, 12-17=-20 Concentrated Loads (lb) Vert: 23=-151(B) 6=-112(B) 21=-152(B) 20=-152(B) 14=-152(B) 13=-138(B) 29=-149(B) 30=-152(B) 31=-152(B) 32=-152(B) 33=-152(B) 34=-152(B) 35=-152(B) 36=-152(B) 37=-152(B) 38=-152(B) 39=-147(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 1700475 Truss BVGR Truss Type PIGGYBACK ATTIC Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032560 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:02 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-sERrPbEOQY1uZ9pwVEmWOSMusX6QbDbdzVboZgzAalx Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 184x12 8x8 5x6 5x6 8x8 3x6 8x8 3x6 3x8 3x4 3x8 3x4 4x6 4x6 3x4 4x12 0-5-15 0-5-15 3-3-12 2-9-13 17-8-4 14-4-8 20-6-1 2-9-13 21-0-0 0-5-15 -1-11-4 1-11-4 0-5-15 0-5-15 3-3-12 2-9-13 6-7-13 3-4-1 14-4-3 7-8-6 17-8-4 3-4-1 20-6-1 2-9-13 21-0-0 0-5-15 22-11-4 1-11-4 4-2-1412-0-04-2-1412-0-014.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [6:0-2-11,Edge], [11:Edge,0-3-8], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.12 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in 0.11 -0.13 0.00 -0.06 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a 3119 L/d 240 180 n/a 360 PLATES MT20 Weight: 483 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size) 15=1282/0-3-8, 11=1282/0-3-8 Max Uplift 15=-862(LC 4), 11=-862(LC 4) Max Grav 15=2003(LC 12), 11=2003(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1642/903, 3-4=-1010/426, 4-5=-432/294, 6-7=-432/294, 7-8=-1010/426, 8-9=-1642/903, 5-6=-564/352, 2-15=-2448/1151, 9-11=-2448/1151 BOT CHORD 12-14=-230/853 WEBS 3-14=-713/676, 8-12=-713/676, 4-16=-1277/989, 7-16=-1277/989, 2-14=-378/1303, 9-12=-378/1303 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1.5x11.88 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-16, 7-16 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=862, 11=862. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 644 lb down and 798 lb up at 6-1-4, and 644 lb down and 798 lb up at 14-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss BVGR Truss Type PIGGYBACK ATTIC Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032560 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:02 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-sERrPbEOQY1uZ9pwVEmWOSMusX6QbDbdzVboZgzAalx LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 11-15=-20, 1-2=-60, 2-3=-60, 3-4=-70, 4-5=-60, 6-7=-60, 7-8=-70, 8-9=-60, 9-10=-60, 5-6=-60, 4-7=-10 Concentrated Loads (lb) Vert: 17=-256(F) 18=-256(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700475 Truss BW Truss Type PIGGYBACK ATTIC Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032561 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:03 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-KQ?DcxF0BsAlBJO63xHlxfv_PxQHKdenC9KL66zAalw Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 3x8 8x8 5x6 5x6 8x8 3x8 8x8 3x8 3x10 3x6 3x10 3x6 4x6 4x6 3x4 3x8 0-5-15 0-5-15 3-3-12 2-9-13 17-8-4 14-4-8 20-6-1 2-9-13 21-0-0 0-5-15 -1-11-4 1-11-4 0-5-15 0-5-15 3-3-12 2-9-13 6-7-13 3-4-1 14-4-3 7-8-6 17-8-4 3-4-1 20-6-1 2-9-13 21-0-0 0-5-15 22-11-4 1-11-4 4-2-1412-0-04-2-1412-0-014.00 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [6:0-2-11,Edge], [12:0-3-8,0-6-0], [14:0-3-8,0-6-0] 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 0.70 0.21 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.16 -0.21 0.00 -0.11 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a 1559 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* 5-6: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 REACTIONS.(lb/size) 15=1025/0-3-8, 11=1025/0-3-8 Max Uplift 15=-76(LC 4), 11=-76(LC 4) Max Grav 15=1444(LC 9), 11=1444(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1092/129, 3-4=-814/150, 4-5=-494/79, 6-7=-494/79, 7-8=-814/150, 8-9=-1092/129, 5-6=-458/139, 2-15=-1654/34, 9-11=-1654/34 BOT CHORD 12-14=0/553 WEBS 3-14=-156/509, 8-12=-156/509, 4-16=-744/141, 7-16=-744/141, 2-14=0/862, 9-12=0/862 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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). 3-4, 7-8, 4-16, 7-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 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 2,2017 Job 1700475 Truss BX Truss Type PIGGYBACK ATTIC Qty 4 Ply 1 MARKHAM B Job Reference (optional) I30032562 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:03 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-KQ?DcxF0BsAlBJO63xHlxfv_PxQJKd0nC9KL66zAalw Scale = 1:66.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 3x8 8x8 5x6 5x6 8x8 3x8 8x8 3x8 3x10 3x6 3x10 3x6 4x6 4x6 3x4 3x8 14-1-05-10-89-2-04- 4 - 0 8-5-5 2-11-12 2-11-12 17-4-4 14-4-8 20-2-1 2-9-13 20-8-0 0-5-15 2-11-12 2-11-12 6-3-13 3-4-1 14-0-3 7-8-6 17-4-4 3-4-1 20-2-1 2-9-13 20-8-0 0-5-15 22-7-4 1-11-4 4-7-912-0-04-2-1412-0-014.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [5:0-2-11,Edge], [11:0-3-8,0-6-0], [13:0-3-8,0-6-0] 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 0.70 0.20 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Attic in -0.15 -0.21 0.00 -0.11 (loc) 11-13 11-13 10 11-13 l/defl >999 >999 n/a 1579 L/d 240 180 n/a 360 PLATES MT20 Weight: 234 lb FT = 0% GRIP 187/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-5: 2x4 SPF No.2 BOT CHORD 1.5 X 11-7/8 LSL Truss Grade WEBS 2x4 SPF Stud/No.3 *Except* 3-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15 REACTIONS.(lb/size) 14=884/0-3-8, 10=1017/0-3-8 Max Horz 14=-105(LC 4) Max Uplift 14=-19(LC 4), 10=-68(LC 4) Max Grav 14=1357(LC 9), 10=1430(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1062/71, 2-3=-803/147, 3-4=-493/76, 5-6=-498/82, 6-7=-803/142, 7-8=-1064/115, 4-5=-461/118, 1-14=-1642/0, 8-10=-1612/13 BOT CHORD 11-13=0/536 WEBS 2-13=-207/486, 7-11=-164/486, 3-15=-707/142, 6-15=-703/125, 1-13=0/908, 8-11=0/836 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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). 2-3, 6-7, 3-15, 6-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 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 2,2017 Job 1700475 Truss C Truss Type COMMON Qty 4 Ply 1 MARKHAM B Job Reference (optional) I30032563 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:04 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-ocZbqHGfyAIboTyJceo_TtSC8LgW37GwQp4veZzAalv Scale = 1:45.5 1 2 3 4 5 6 7 8 9 12 11 10 13 143x6 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 -1-3-4 1-3-4 6-1-0 6-1-0 12-0-0 5-11-0 17-11-0 5-11-0 24-0-0 6-1-0 25-3-4 1-3-4 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 0.51 0.59 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.05 (loc) 2-12 2-12 8 l/defl >999 >943 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 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=1033/0-3-8, 8=1033/0-3-8 Max Uplift 2=-99(LC 6), 8=-99(LC 6) Max Grav 2=1091(LC 12), 8=1091(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1584/113, 3-5=-1444/156, 5-7=-1444/156, 7-8=-1584/113 BOT CHORD 2-12=-5/1263, 10-12=0/804, 8-10=-5/1263 WEBS 5-10=-29/577, 7-10=-378/142, 5-12=-29/577, 3-12=-378/142 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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 2,2017 Job 1700475 Truss CGR Truss Type HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032564 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:05 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-Gp7_1dGHjTQSQdXVAMJD04_ODl20oZy4fTpSA?zAalu Scale = 1:43.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 6x6 6x6 3x8 4x6 3x6 2x4 3x4 3x8 2x4 3x4 3x6 2x4 3x8 4-2-12 4-2-12 8-0-0 3-9-4 12-0-0 4-0-0 16-0-0 4-0-0 19-9-4 3-9-4 24-0-0 4-2-12 -1-3-4 1-3-4 4-2-12 4-2-12 8-0-0 3-9-4 12-0-0 4-0-0 16-0-0 4-0-0 19-9-4 3-9-4 24-0-0 4-2-12 25-3-4 1-3-4 0-6-65-0-15-2-60-6-65-0-17.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-5], [8:0-8-0,0-0-5] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.51 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.18 0.06 (loc) 12 12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except 2-0-0 oc purlins (3-8-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1498/0-3-8, 8=1499/0-3-8 Max Uplift 2=-227(LC 6), 8=-227(LC 6) Max Grav 2=1845(LC 18), 8=1845(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2752/323, 3-4=-2189/341, 4-5=-2169/356, 5-6=-2169/356, 6-7=-2190/341, 7-8=-2753/323 BOT CHORD 2-15=-197/2222, 14-15=-197/2222, 12-14=-153/1821, 11-12=-153/1821, 10-11=-197/2222, 8-10=-197/2222 WEBS 3-15=0/259, 3-14=-505/52, 4-14=-56/588, 4-12=-66/530, 5-12=-589/97, 6-12=-66/528, 6-11=-56/590, 7-11=-505/52, 7-10=0/259 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=227, 8=227. 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) 174 lb down and 21 lb up at 4-0-12, 83 lb down and 37 lb up at 6-0-12, 83 lb down and 39 lb up at 8-0-12, 83 lb down and 39 lb up at 10-0-12, 83 lb down and 39 lb up at 12-0-12, 83 lb down and 39 lb up at 14-0-12, 83 lb down and 39 lb up at 15-11-4, and 83 lb down and 37 lb up at 17-11-4, and 174 lb down and 21 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 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 2,2017 Job 1700475 Truss CGR Truss Type HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032564 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:05 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-Gp7_1dGHjTQSQdXVAMJD04_ODl20oZy4fTpSA?zAalu LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 13=-83(F) 15=-174(F) 14=-83(F) 12=-83(F) 11=-83(F) 10=-174(F) 18=-83(F) 19=-83(F) 20=-83(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700475 Truss DGR Truss Type HIP Qty 1 Ply 3 MARKHAM B Job Reference (optional) I30032565 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:06 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-k?hMFzHvUnYJ2m6hk3qSZIXTn9PiXugDu7Z?iRzAalt Scale = 1:36.9 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4x9 5x9 6x6 5x9 4x8 MT18HS 6x8 8x8 8x8 3x4 2x4 10x10 7x12 4x8 MT18HS 3-11-0 3-11-0 7-11-4 4-0-4 12-1-4 4-2-0 16-1-8 4-0-4 20-0-8 3-11-0 3-11-0 3-11-0 7-11-4 4-0-4 12-1-4 4-2-0 16-1-8 4-0-4 20-0-8 3-11-0 2-0-04-1-114-3-72-0-04-1-117.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [2:0-4-8,0-1-7], [6:0-2-12,0-2-0], [7:Edge,0-3-8], [8:0-3-8,0-5-4], [10:0-3-8,0-6-0], [12:0-3-8,0-5-12] 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 0.82 0.42 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.28 0.03 (loc) 9-10 9-10 7 l/defl >999 >836 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 389 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 2-10,3-9,5-9,1-12,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): 2-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 13=11432/0-3-8, 7=12254/0-3-8 Max Grav 13=11628(LC 16), 7=12450(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9889/0, 2-3=-14032/0, 3-4=-14171/0, 4-5=-14177/0, 5-6=-10783/0, 1-13=-8653/0, 6-7=-9440/0 BOT CHORD 10-12=0/8583, 9-10=0/14027, 8-9=0/9322 WEBS 2-12=-269/42, 2-10=0/7447, 3-10=-813/80, 4-9=-660/78, 5-9=0/6633, 5-8=-232/907, 1-12=0/9153, 6-8=0/10002 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 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1482 lb down at 0-1-12, 1476 lb down at 0-10-10, 194 lb down and 75 lb up at 1-9-12, 1473 lb down at 2-10-10, 124 lb down and 27 lb up at 3-9-12, 1473 lb down at 4-10-10, 124 lb down and 27 lb up at 5-9-12, 1473 lb down at 6-8-4, 124 lb down and 27 lb up at 7-9-12, 1482 lb down at 8-8-4, 1714 lb down at 9-8-6, 124 lb down and 27 lb up at 9-9-12, 1714 lb down at 11-8-6, 124 lb down and 27 lb up at 11-9-12, 1714 lb down at 13-8-6, 124 lb down and 27 lb up at 13-9-12, 2269 lb down at 15-8-6, 124 lb down and 27 lb up at 15-9-12, 124 lb down and 27 lb up at 16-2-12, 2223 lb down at 17-8-6, and 194 lb down and 75 lb up at 18-2-12, and 2231 lb down at 19-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss DGR Truss Type HIP Qty 1 Ply 3 MARKHAM B Job Reference (optional) I30032565 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:06 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-k?hMFzHvUnYJ2m6hk3qSZIXTn9PiXugDu7Z?iRzAalt 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, 7-13=-20 Concentrated Loads (lb) Vert: 13=-1482(B) 11=-124(F) 12=-124(F) 10=-124(F) 8=-124(F) 7=-2231(B) 16=-1476(B) 17=-194(F) 18=-1473(B) 19=-1473(B) 20=-1473(B) 21=-1482(B) 22=-1838(F=-124, B=-1714) 23=-1838(F=-124, B=-1714) 24=-1838(F=-124, B=-1714) 25=-2393(F=-124, B=-2269) 26=-2223(B) 27=-194(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700475 Truss E Truss Type COMMON Qty 5 Ply 1 MARKHAM B Job Reference (optional) I30032566 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-CBFkSIIXF5gAgwhuInLh5V4mQYd5GUuM7nIZFtzAals Scale = 1:33.1 1 2 3 4 5 6 7 8 9 10 4x6 3x6 5x9 2x4 2x4 3x6 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)-- [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 0.31 0.85 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.46 0.06 (loc) 6-8 6-8 6 l/defl >999 >484 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 4-1-13 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=804/0-3-8, 6=804/0-3-8 Max Uplift 2=-131(LC 6), 6=-131(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1676/249, 3-4=-1253/135, 4-5=-1253/135, 5-6=-1676/249 BOT CHORD 2-8=-182/1554, 6-8=-182/1554 WEBS 4-8=0/543, 5-8=-506/168, 3-8=-506/168 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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=131, 6=131. 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 2,2017 Job 1700475 Truss E1 Truss Type COMMON Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032567 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:07 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-CBFkSIIXF5gAgwhuInLh5V4mTYeiGU1M7nIZFtzAals Scale = 1:30.6 1 2 3 4 5 6 7 8 9 3x6 3x8 4x6 5x9 2x4 2x4 3x6 8-6-14 8-6-14 17-11-8 9-4-10 4-3-7 4-3-7 8-6-14 4-3-7 12-10-5 4-3-7 17-11-8 5-1-3 18-10-12 0-11-4 0-7-33-5-80-3-154.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [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 0.31 0.82 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.47 0.05 (loc) 5-7 5-7 5 l/defl >999 >454 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 4-3-0 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=711/0-3-8, 5=779/0-3-8 Max Horz 1=-15(LC 6) Max Uplift 1=-82(LC 6), 5=-130(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1483/232, 2-3=-1173/132, 3-4=-1173/132, 4-5=-1600/245 BOT CHORD 1-7=-165/1350, 5-7=-178/1482 WEBS 3-7=0/499, 4-7=-486/168, 2-7=-373/153 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) 1 except (jt=lb) 5=130. 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 2,2017 Job 1700475 Truss EG Truss Type GABLE Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032568 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-gOp6geJ9?Oo1H4G4rUtwejcwry7O?zeWLR26nKzAalr Scale = 1:33.1 Sheet Front Full Sheathing 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 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.21 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 2,2017 Job 1700475 Truss F Truss Type MONO TRUSS Qty 14 Ply 1 MARKHAM B Job Reference (optional) I30032569 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:08 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-gOp6geJ9?Oo1H4G4rUtwejcx5y7i?vNWLR26nKzAalr Scale = 1:19.4 1 2 3 4 5 7 6 8 4x9 3x4 2x4 3x4 2x4 3x4 4-4-8 4-4-8 8-11-8 4-7-0 -1-7-4 1-7-4 4-4-8 4-4-8 8-10-0 4-5-8 8-11-8 0-1-8 0-7-92-6-02.50 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.32 0.25 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 2-2-0 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=458/0-3-8, 6=344/0-3-8 Max Horz 2=27(LC 7) Max Uplift 2=-141(LC 6), 6=-69(LC 6) Max Grav 2=480(LC 9), 6=397(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-815/125 BOT CHORD 2-7=-108/742, 6-7=-108/742 WEBS 4-6=-771/145 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 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) 6 except (jt=lb) 2=141. 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 2,2017 Job 1700475 Truss F1 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032570 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-9aNUt_JnmiwuvErGPCO9Aw93DMRlkRCfa5ngJmzAalq Scale = 1:13.6 1 2 3 6 4 54x9 3x4 5-7-11 5-7-11 -1-7-4 1-7-4 5-7-11 5-7-11 0-7-91-9-112.50 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.48 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.01 (loc) 2-5 2-5 4 l/defl >999 >461 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 2-10-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=151/Mechanical, 2=331/0-3-8, 5=56/Mechanical Max Horz 2=66(LC 6) Max Uplift 4=-90(LC 6), 2=-124(LC 6) Max Grav 4=175(LC 9), 2=342(LC 9), 5=112(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 4 except (jt=lb) 2=124. 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 2,2017 Job 1700475 Truss F2 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032571 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:09 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-9aNUt_JnmiwuvErGPCO9Aw979MW5kRCfa5ngJmzAalq Scale = 1:8.5 1 2 3 6 4 54x9 3x4 2-5-5 2-5-5 -1-7-4 1-7-4 2-5-5 2-5-5 0-7-91-1-112.50 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 1-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=35/Mechanical, 2=223/0-3-8, 5=24/Mechanical Max Horz 2=37(LC 6) Max Uplift 4=-33(LC 8), 2=-107(LC 6) Max Grav 4=50(LC 12), 2=263(LC 8), 5=48(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 4 except (jt=lb) 2=107. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss F3 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032572 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-dmwt4KKPX02lXOQSzvvOj8iIvmq8TuRpplXDrCzAalp Scale = 1:13.1 1 2 3 4 5 3x8 4x6 3-8-1 3-8-1 -1-7-4 1-7-4 3-8-1 3-8-1 0-10-02-0-111-7-132-0-114.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-3-0] 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-P 0.23 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-0-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=84/Mechanical, 2=260/0-3-8, 5=36/Mechanical Max Horz 2=78(LC 6) Max Uplift 4=-63(LC 6), 2=-100(LC 6) Max Grav 4=100(LC 12), 2=268(LC 8), 5=72(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 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 2,2017 Job 1700475 Truss F4 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032573 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:10 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-dmwt4KKPX02lXOQSzvvOj8iIvmsLTuRpplXDrCzAalp Scale = 1:11.1 1 2 3 4 53x8 4x6 2-5-1 2-5-1 -1-7-4 1-7-4 2-5-1 2-5-1 0-10-01-7-114.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-3-0] 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-P 0.23 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=34/Mechanical, 2=222/0-3-8, 5=24/Mechanical Max Horz 2=59(LC 6) Max Uplift 4=-34(LC 8), 2=-97(LC 6) Max Grav 4=52(LC 12), 2=263(LC 8), 5=47(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 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 2,2017 Job 1700475 Truss F5 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032574 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-5zUFIgL2IJAc8Y?fXdQdGLEShABECLhy1PGmOfzAalo Scale = 1:9.0 1 2 5 3 4 2x8 1-2-1 1-2-1 -1-7-4 1-7-4 1-2-1 1-2-1 0-10-01-2-114.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-0] 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-R 0.29 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=237/0-3-8, 3=-39/Mechanical, 4=-13/Mechanical Max Horz 5=64(LC 6) Max Uplift 5=-120(LC 6), 3=-103(LC 8), 4=-30(LC 8) Max Grav 5=348(LC 8), 3=20(LC 6), 4=12(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-298/126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 4 except (jt=lb) 5=120, 3=103. 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 2,2017 Job 1700475 Truss F6GR Truss Type MONO TRUSS Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032575 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-5zUFIgL2IJAc8Y?fXdQdGLEP7A8gCGhy1PGmOfzAalo Scale = 1:22.6 1 2 3 4 5 7 6 8 9 10 11 12 13 14 15 2x8 4x6 4x6 4x6 3x4 2x4 4-7-12 4-7-12 9-3-8 4-7-12 -3-0-5 3-0-5 4-7-12 4-7-12 9-1-12 4-6-0 9-3-8 0-1-12 0-10-02-5-112.12 12 Plate Offsets (X,Y)-- [2:0-3-3,0-5-8] 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 0.46 0.30 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.01 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 2-3-9 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. REACTIONS.(lb/size) 6=784/0-3-8, 2=590/0-6-10 Max Horz 2=27(LC 6) Max Uplift 6=-65(LC 6), 2=-183(LC 6) Max Grav 6=817(LC 9), 2=609(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-791/8 BOT CHORD 2-7=0/703, 6-7=0/703 WEBS 4-6=-688/10 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) 6 except (jt=lb) 2=183. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 46 lb up at 1-9-10, 34 lb down and 86 lb up at 2-3-7, 12 lb down and 44 lb up at 4-7-12, and 114 lb down and 111 lb up at 5-6-14, and 57 lb down and 73 lb up at 7-0-1 on top chord, and at 1-9-10, 4 lb down and 5 lb up at 2-3-7, 0 lb down at 4-7-12, 36 lb down at 5-6-14, and 25 lb down at 7-0-1, and 381 lb down and 33 lb up at 9-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 6=-381 7=-0(B) 3=36(B) 10=-61(F) 11=-24(B) 14=-18(F) 15=-13(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. June 2,2017 Job 1700475 Truss G Truss Type MONO TRUSS Qty 13 Ply 1 MARKHAM B Job Reference (optional) I30032576 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:11 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-5zUFIgL2IJAc8Y?fXdQdGLEK8AAtCKXy1PGmOfzAalo Scale = 1:41.1 1 2 3 5 4 2x4 2x4 3x6 3x4 4-3-6 4-3-6 -0-11-4 0-11-4 4-1-14 4-1-14 4-3-6 0-1-8 2-6-107-6-97-3-10-3-87-6-914.00 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 0.78 0.16 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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 4-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=233/0-3-8, 4=151/Mechanical Max Horz 5=95(LC 4) Max Uplift 5=-7(LC 4), 4=-89(LC 4) Max Grav 5=233(LC 1), 4=168(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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 2,2017 Job 1700475 Truss G1 Truss Type MONO HIP Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032577 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-Z92dV0Mg3dITmhar4KxsoZncPZXsxns5G30Kw5zAaln Scale = 1:35.2 1 2 3 4 7 6 5 5x6 3x4 2x4 3x4 4x6 2x4 3-3-6 3-3-6 4-3-6 1-0-0 -0-11-4 0-11-4 3-3-6 3-3-6 4-1-14 0-10-8 4-3-6 0-1-8 2-6-106-2-136-4-85-11-50-3-86-2-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.11 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=233/0-3-8, 5=151/Mechanical Max Horz 7=87(LC 4) Max Uplift 7=-21(LC 4), 5=-83(LC 4) Max Grav 7=233(LC 1), 5=159(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss G2 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032578 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:12 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-Z92dV0Mg3dITmhar4KxsoZncdZY7xo45G30Kw5zAaln Scale = 1:29.2 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 2-3-6 2-3-6 4-3-6 2-0-0 -0-11-4 0-11-4 2-3-6 2-3-6 4-1-14 1-10-8 4-3-6 0-1-8 2-6-105-0-135-2-84-9-50-3-85-0-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=233/0-3-8, 5=151/Mechanical Max Horz 7=78(LC 4) Max Uplift 7=-36(LC 4), 5=-78(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss G3 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032579 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-1Lc?jMNIqxQKOr81e1S5LmKlNzuNgEoFVjltSXzAalm Scale = 1:29.2 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 2-3-6 2-3-6 4-3-6 2-0-0 -1-11-4 1-11-4 2-3-6 2-3-6 4-1-14 1-10-8 4-3-6 0-1-8 2-6-105-0-135-2-84-9-50-3-85-0-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.47 0.03 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 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 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=317/0-3-8, 5=127/Mechanical Max Horz 7=135(LC 4) Max Uplift 7=-79(LC 4), 5=-71(LC 4) Max Grav 7=343(LC 6), 5=135(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-326/86 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss G4 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032580 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:13 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-1Lc?jMNIqxQKOr81e1S5LmKqmzu3gFJFVjltSXzAalm Scale = 1:23.2 1 2 3 4 7 6 5 8 9 5x6 2x4 2x4 3x4 3x6 4x6 1-3-6 1-3-6 4-3-6 3-0-0 -0-11-4 0-11-4 1-3-6 1-3-6 4-1-14 2-10-8 4-3-6 0-1-8 2-6-103-10-134-0-93-5-50-5-83-10-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=300/0-3-8, 5=192/Mechanical Max Horz 7=70(LC 4) Max Uplift 7=-103(LC 4), 5=-101(LC 4) Max Grav 7=300(LC 1), 5=197(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-289/94 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=103, 5=101. 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) 49 lb down and 82 lb up at 1-3-6, and 30 lb down and 74 lb up at 2-4-2 on top chord, and 34 lb down and 49 lb up at 1-3-6, and 23 lb down and 25 lb up at 2-4-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-30(B) 6=-34(B) 8=-30(B) 9=-15(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. June 2,2017 Job 1700475 Truss G4A Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032581 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-VYANwiNwbEYB??jEClzKt_sv2NDJPhxOkNVQ_zzAall Scale = 1:23.2 1 2 3 4 7 6 5 8 9 4x9 2x4 2x4 3x4 3x6 4x6 1-3-6 1-3-6 4-3-6 3-0-0 -1-11-4 1-11-4 1-3-6 1-3-6 4-1-14 2-10-8 4-3-6 0-1-8 2-6-103-10-134-0-93-5-50-5-83-10-1314.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.54 0.05 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=329/0-3-8, 5=193/Mechanical Max Horz 7=126(LC 4) Max Uplift 7=-137(LC 4), 5=-91(LC 4) Max Grav 7=329(LC 1), 5=214(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-320/128 WEBS 2-6=-72/252 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-11-4 to 4-1-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=137. 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) 74 lb down and 62 lb up at 1-3-6, and 63 lb down and 51 lb up at 3-4-8 on top chord, and 153 lb up at 1-3-6, and 52 lb down and 22 lb up at 3-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 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 2,2017 Job 1700475 Truss G4A Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032581 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:14 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-VYANwiNwbEYB??jEClzKt_sv2NDJPhxOkNVQ_zzAall LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-55(F) 6=65(F) 8=-63(F) 9=-26(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700475 Truss G5 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032582 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:14 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-VYANwiNwbEYB??jEClzKt_synNAdPiROkNVQ_zzAall Scale = 1:23.3 1 2 5 6 3 4 4x6 2x8 3-6-1 3-6-1 -0-11-4 0-11-4 3-6-1 3-6-1 2-0-04-0-93-6-74-0-87.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.37 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=205/0-3-8, 3=84/Mechanical, 4=34/Mechanical Max Horz 5=148(LC 6) Max Uplift 3=-72(LC 6), 4=-17(LC 6) Max Grav 5=206(LC 9), 3=124(LC 12), 4=63(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 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 2,2017 Job 1700475 Truss G6 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032583 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-zkkm82OYMYg2d9IQmSVZQBP26nZN892Yy1E_XQzAalk Scale = 1:23.0 1 2 3 5 4 6 2x4 3x6 2x4 3x4 2-8-7 2-8-7 -2-1-2 2-1-2 2-8-7 2-8-7 2-6-103-11-96.26 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 0.59 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=294/0-7-13, 4=34/Mechanical Max Horz 5=60(LC 6) Max Uplift 5=-86(LC 6), 4=-56(LC 8) Max Grav 5=377(LC 8), 4=60(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-353/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4. 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 2,2017 Job 1700475 Truss G7 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032584 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-zkkm82OYMYg2d9IQmSVZQBP5NnWH89iYy1E_XQzAalk Scale = 1:23.2 1 2 5 4 6 3 2x4 3x6 3x4 4-5-15 4-5-15 -1-11-4 1-11-4 4-5-15 4-5-15 1-5-14-0-97.00 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 0.44 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 -0.00 (loc) 4-5 4-5 3 l/defl >999 >973 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=326/0-3-8, 3=95/Mechanical, 4=43/Mechanical Max Horz 5=178(LC 6) Max Uplift 5=-54(LC 6), 3=-42(LC 6), 4=-18(LC 6) Max Grav 5=345(LC 8), 3=146(LC 12), 4=87(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-302/81 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss G8 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032585 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:15 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-zkkm82OYMYg2d9IQmSVZQBP0JnZN89wYy1E_XQzAalk Scale = 1:23.0 1 2 3 5 4 2x4 6x6 3x6 3x4 2-8-7 2-8-7 -4-4-0 4-4-0 2-8-7 2-8-7 2-6-103-11-96.26 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 0.76 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=615/0-7-13, 4=-153/Mechanical Max Horz 5=176(LC 7) Max Uplift 5=-335(LC 6), 4=-367(LC 8) Max Grav 5=912(LC 8), 4=150(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-888/350, 3-4=-197/392 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 17.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=335, 4=367. 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 2,2017 Job 1700475 Truss H Truss Type COMMON Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032586 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-RwI8LNPA7souFJtcJA0ozPxHwBuZtbrhBh_X3szAalj Scale = 1:21.8 1 2 3 4 56 4x6 3x4 2x8 3x4 2x8 2x4 3-8-0 3-8-0 7-4-0 3-8-0 -1-7-4 1-7-4 3-8-0 3-8-0 7-4-0 3-8-0 8-11-4 1-7-4 0-6-62-11-110-6-68.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,Edge], [4:0-0-0,0-0-13], [4:0-2-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.33 0.13 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 4-6 4-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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.(lb/size) 2=387/0-3-8, 4=387/0-3-8 Max Uplift 2=-90(LC 4), 4=-90(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/4, 3-4=-312/4 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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 2,2017 Job 1700475 Truss H1 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032587 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:16 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-RwI8LNPA7souFJtcJA0ozPxI6BsctcxhBh_X3szAalj Scale = 1:19.9 1 2 5 3 6 43x4 4-11-11 4-11-11 -2-3-4 2-3-4 4-11-11 4-11-11 0-6-62-10-82-2-122-10-85.66 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 0.31 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 -0.00 (loc) 2-4 2-4 3 l/defl >999 >769 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=71/Mechanical, 2=341/0-4-15, 4=47/Mechanical Max Horz 2=159(LC 6) Max Uplift 3=-91(LC 6), 2=-176(LC 6) Max Grav 3=98(LC 9), 2=374(LC 8), 4=94(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=176. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 101 lb up at 2-3-13, and 86 lb down and 101 lb up at 2-3-13 on top chord, and at 2-3-13, and at 2-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 5=61(F=31, B=31) 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 2,2017 Job 1700475 Truss H2 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032588 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-w7rWYjQou9wlsTSpttX1VcUSjaE0c3ArQLj5bIzAali Scale = 1:19.6 1 2 3 43x4 2x8 3-7-4 3-7-4 -1-7-4 1-7-4 3-7-4 3-7-4 0-6-62-11-38.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.32 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 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) 3=72/Mechanical, 2=266/0-3-8, 4=34/Mechanical Max Horz 2=126(LC 4) Max Uplift 3=-45(LC 4), 2=-69(LC 4) Max Grav 3=120(LC 8), 2=288(LC 6), 4=68(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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 2,2017 Job 1700475 Truss H3 Truss Type JACK Qty 4 Ply 1 MARKHAM B Job Reference (optional) I30032589 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:17 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-w7rWYjQou9wlsTSpttX1VcUTfaFSc3ArQLj5bIzAali Scale = 1:12.9 1 2 3 43x4 2x8 1-6-15 1-6-15 -1-7-4 1-7-4 1-6-15 1-6-15 0-6-61-7-08.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-7/Mechanical, 2=212/0-3-8, 4=15/Mechanical Max Horz 2=83(LC 4) Max Uplift 3=-73(LC 6), 2=-93(LC 4) Max Grav 3=55(LC 5), 2=282(LC 6), 4=31(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) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 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 2,2017 Job 1700475 Truss HGR Truss Type COMMON Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032590 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-OJPum3QRfT2cUc1?Rb2G2q1df_anLVl_f?Te7lzAalh Scale = 1:21.8 1 2 3 4 56 4x6 3x4 3x4 2x4 3-8-0 3-8-0 7-4-0 3-8-0 -1-7-4 1-7-4 3-8-0 3-8-0 7-4-0 3-8-0 8-11-4 1-7-4 0-6-62-11-110-6-68.00 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 0.37 0.08 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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=455/0-3-8, 4=455/0-3-8 Max Uplift 2=-100(LC 4), 4=-100(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-401/35, 3-4=-401/35 BOT CHORD 2-6=-26/360, 4-6=-26/360 WEBS 3-6=0/266 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=100, 4=100. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 308 lb down and 274 lb up at 3-8-0 on top chord, and 103 lb down at 3-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 2-4=-20 Concentrated Loads (lb) Vert: 3=-85(F) 6=-51(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss J Truss Type MONO TRUSS Qty 6 Ply 1 MARKHAM B Job Reference (optional) I30032591 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:18 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-OJPum3QRfT2cUc1?Rb2G2q1U2_YnLVD_f?Te7lzAalh Scale = 1:44.0 1 2 3 5 4 2x4 2x4 3x6 3x4 4-9-6 4-9-6 -0-11-4 0-11-4 4-7-14 4-7-14 4-9-6 0-1-8 2-6-108-1-97-10-10-3-88-1-914.00 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 0.93 0.21 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 -0.00 (loc) 4-5 4-5 4 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=252/0-3-8, 4=172/Mechanical Max Horz 5=99(LC 4) Max Uplift 5=-11(LC 4), 4=-93(LC 4) Max Grav 5=253(LC 8), 4=192(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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 2,2017 Job 1700475 Truss J1 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032592 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-sVzGzPR3QnBT6mcB?IZVa1ZlnOwh4xt7tfCBgBzAalg Scale = 1:20.2 1 2 3 4 7 6 5 8 9 10 4x6 2x4 3x8 3x4 3x6 2x4 2-4-11 2-4-11 4-9-6 2-4-11 -1-11-4 1-11-4 0-9-6 0-9-6 4-7-14 3-10-8 4-9-6 0-1-8 2-6-103-3-133-5-92-10-50-5-83-3-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.54 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=239/0-3-8, 5=147/Mechanical Max Horz 7=122(LC 4) Max Uplift 7=-264(LC 4), 5=-106(LC 4) Max Grav 7=240(LC 6), 5=167(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-307/168 WEBS 3-6=-253/190, 2-6=-168/303 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-11-4 to 4-7-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=264, 5=106. 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) 28 lb down and 33 lb up at 0-9-6, and 9 lb down and 31 lb up at 2-10-2 on top chord, and 327 lb up at 0-9-6, and 27 lb down and 35 lb up at 2-10-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-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 2,2017 Job 1700475 Truss J1 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032592 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:19 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-sVzGzPR3QnBT6mcB?IZVa1ZlnOwh4xt7tfCBgBzAalg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-9(B) 8=-9(B) 9=130(B) 10=-14(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 1700475 Truss J2 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032593 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-sVzGzPR3QnBT6mcB?IZVa1ZnWOv14xV7tfCBgBzAalg Scale = 1:38.0 1 2 3 4 7 6 5 5x6 3x4 2x4 3x4 5x6 3x4 3-9-6 3-9-6 4-9-6 1-0-0 -0-11-4 0-11-4 3-9-6 3-9-6 4-7-14 0-10-8 4-9-6 0-1-8 2-6-106-9-136-11-96-6-50-3-86-9-1314.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-1], [3:0-3-12,0-2-8], [5:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.14 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.04 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 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 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=252/0-3-8, 5=172/Mechanical Max Horz 7=91(LC 4) Max Uplift 7=-24(LC 4), 5=-88(LC 4) Max Grav 7=252(LC 1), 5=183(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss J3 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032594 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:19 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-sVzGzPR3QnBT6mcB?IZVa1ZnOOxa4xY7tfCBgBzAalg Scale: 3/8"=1' 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 3x4 2-9-6 2-9-6 4-9-6 2-0-0 -0-11-4 0-11-4 2-9-6 2-9-6 4-7-14 1-10-8 4-9-6 0-1-8 2-6-105-7-135-9-95-4-50-3-85-7-1314.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.04 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=252/0-3-8, 5=172/Mechanical Max Horz 7=83(LC 4) Max Uplift 7=-38(LC 4), 5=-83(LC 4) Max Grav 7=252(LC 1), 5=174(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss J4 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032595 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-KhXeBlShB4JKjwBNY?4k7F6xcoGcpOWH6JylCdzAalf Scale = 1:26.1 1 2 3 4 7 6 5 4x9 2x4 2x4 3x4 3x6 3x4 1-9-6 1-9-6 4-9-6 3-0-0 -1-11-4 1-11-4 1-9-6 1-9-6 4-7-14 2-10-8 4-9-6 0-1-8 2-6-104-5-134-7-94-2-50-3-84-5-1314.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.47 0.06 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=334/0-3-8, 5=151/Mechanical Max Horz 7=131(LC 4) Max Uplift 7=-95(LC 4), 5=-72(LC 4) Max Grav 7=346(LC 6), 5=158(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-335/99 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-11-4 to 4-7-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss J5 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032596 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:20 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-KhXeBlShB4JKjwBNY?4k7F6y6oFmpP2H6JylCdzAalf Scale = 1:20.4 1 2 5 4 6 3 2x4 3x6 3x4 3-5-15 3-5-15 -1-11-4 1-11-4 3-5-15 3-5-15 1-5-13-5-97.00 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 0.44 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=295/0-3-8, 3=55/Mechanical, 4=34/Mechanical Max Horz 5=158(LC 6) Max Uplift 5=-58(LC 6), 3=-36(LC 8), 4=-30(LC 6) Max Grav 5=342(LC 8), 3=103(LC 12), 4=67(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-308/78 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) 5, 3, 4. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss J6 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032597 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-ou51O5TJyORBL4ma6jbzgSf3wCcTYrxQLzhIk4zAale Scale = 1:20.4 1 2 3 5 4 6 2x8 6x6 4x12 6x6 1-7-0 1-7-0 -4-4-0 4-4-0 1-7-0 1-7-0 2-7-43-5-26.26 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 0.69 0.02 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=785/0-7-13, 4=-413/Mechanical Max Horz 5=178(LC 7) Max Uplift 5=-473(LC 6), 4=-749(LC 8) Max Grav 5=1249(LC 8), 4=298(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-1236/481, 2-3=-364/218, 3-4=-387/762 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 17.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=473, 4=749. 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 2,2017 Job 1700475 Truss J7 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032598 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:21 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-ou51O5TJyORBL4ma6jbzgSf9cCaPYsAQLzhIk4zAale Scale = 1:19.5 1 2 5 3 4 3x4 2x8 2-2-0 2-2-0 -0-11-4 0-11-4 2-2-0 2-2-0 2-0-03-3-37.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.26 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=160/0-3-8, 3=40/Mechanical, 4=18/Mechanical Max Horz 5=122(LC 6) Max Uplift 3=-57(LC 6), 4=-33(LC 6) Max Grav 5=178(LC 8), 3=74(LC 12), 4=43(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 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 2,2017 Job 1700475 Truss J8 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032599 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-G4fPcRUxiiZ2zEKmgQ7CCgBKPbyqHIPaZcRsGWzAald Scale = 1:19.2 1 2 3 5 4 6 2x4 4x6 2x4 3x4 1-2-8 1-2-8 -2-1-2 2-1-2 1-2-8 1-2-8 2-6-103-2-36.26 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.01 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=336/0-7-13, 4=-128/Mechanical Max Horz 5=58(LC 6) Max Uplift 5=-81(LC 6), 4=-256(LC 8) Max Grav 5=517(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-508/87, 3-4=-144/265 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=256. 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 2,2017 Job 1700475 Truss J9 Truss Type MONO HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032600 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:22 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-G4fPcRUxiiZ2zEKmgQ7CCgBKsbyWHJgaZcRsGWzAald Scale = 1:19.2 1 2 3 4 7 6 5 8 9 10 4x12 2x4 3x8 3x4 2x4 2-4-11 2-4-11 4-9-6 2-4-11 -0-11-4 0-11-4 0-7-5 0-7-5 4-7-14 4-0-9 4-9-6 0-1-8 2-6-103-1-73-3-32-7-150-5-83-1-714.00 12 Plate Offsets (X,Y)-- [3:0-9-0,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.30 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=206/0-3-8, 5=166/Mechanical Max Horz 7=64(LC 4) Max Uplift 7=-149(LC 4), 5=-100(LC 4) Max Grav 7=206(LC 1), 5=171(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) -0-11-4 to 4-7-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=149. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 57 lb up at 0-7-5, and 1 lb down and 57 lb up at 2-10-2 on top chord, and 100 lb up at 0-7-5, and 3 lb down and 31 lb up at 0-10-2, and 31 lb up at 2-10-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 9=51(F) 10=0(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss JT Truss Type SPECIAL Qty 3 Ply 1 MARKHAM B Job Reference (optional) I30032601 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-kGDnpnUZT?hvaOvyE8eRltkRH?IC0lUjoGAPpyzAalc Scale = 1:44.0 1 2 3 4 8 7 6 5 2x4 3x4 2x4 6x6 4x9 3x6 4x12 2-3-8 2-3-8 3-3-8 1-0-0 4-9-6 1-5-14 -0-11-4 0-11-4 2-3-8 2-3-8 4-7-14 2-4-6 4-9-6 0-1-8 2-6-108-1-96-7-91-6-00-6-014.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-7-12,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.57 0.06 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=172/0-3-8, 8=252/0-3-8 Max Horz 8=146(LC 4) Max Uplift 5=-100(LC 4), 8=-3(LC 4) Max Grav 5=198(LC 8), 8=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 5=100. 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 2,2017 Job 1700475 Truss JT1 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032602 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:23 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-kGDnpnUZT?hvaOvyE8eRltkWM?Hl0lZjoGAPpyzAalc Scale = 1:37.0 1 2 3 4 5 9 8 7 6 5x6 2x4 2x4 3x6 5x6 3x6 4x12 2x4 2-3-8 2-3-8 3-3-8 1-0-0 4-9-6 1-5-14 -0-11-4 0-11-4 2-3-8 2-3-8 3-7-5 1-3-13 4-7-14 1-0-9 4-9-6 0-1-8 2-6-106-7-76-9-34-9-151-9-85-1-71-6-00-6-06-7-714.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-8], [8:0-7-12,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.01 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=252/0-3-8, 6=172/Mechanical Max Horz 9=136(LC 4) Max Uplift 9=-19(LC 4), 6=-95(LC 4) Max Grav 9=252(LC 1), 6=187(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss JT2 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032603 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-CTn907VBEJpmCXU9nr9gH4HiPPemlD6t1wwyLOzAalb Scale = 1:31.1 1 2 3 4 5 9 8 7 6 3x6 2x4 3x6 5x6 3x4 3x6 4x12 2x4 2-3-8 2-3-8 3-3-8 1-0-0 4-9-6 1-5-14 -0-11-4 0-11-4 2-3-8 2-3-8 2-7-5 0-3-13 4-7-14 2-0-9 4-9-6 0-1-8 2-6-105-5-75-7-33-7-151-9-83-11-71-6-00-6-05-5-714.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-5,0-1-8], [8:0-7-12,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.04 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=252/0-3-8, 6=172/Mechanical Max Horz 9=128(LC 4) Max Uplift 9=-32(LC 4), 6=-91(LC 4) Max Grav 9=252(LC 1), 6=178(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss JT3 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032604 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:24 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-CTn907VBEJpmCXU9nr9gH4Hj2PeslDHt1wwyLOzAalb Scale = 1:25.1 1 2 3 4 5 9 8 7 6 3x6 2x4 3x4 5x6 3x4 3x6 4x12 2x4 2-3-8 2-3-8 3-3-8 1-0-0 4-9-6 1-5-14 -0-11-4 0-11-4 1-7-5 1-7-5 2-3-8 0-8-3 4-7-14 2-4-6 4-9-6 0-1-8 2-6-104-3-74-5-32-5-151-9-82-9-71-6-00-6-04-3-714.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-4-5,0-1-8], [8:0-7-12,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-8: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=252/0-3-8, 6=172/Mechanical Max Horz 9=120(LC 4) Max Uplift 9=-46(LC 4), 6=-86(LC 4) Max Grav 9=252(LC 1), 6=172(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss K Truss Type MONO TRUSS Qty 5 Ply 1 MARKHAM B Job Reference (optional) I30032605 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-hfKXESWq?dxdqh3LLZgvqIprnpzEUf80GafWtrzAala Scale = 1:30.1 1 2 3 5 4 2x4 2x4 3x6 3x4 3-4-6 3-4-6 -1-3-4 1-3-4 3-2-14 3-2-14 3-4-6 0-1-8 1-3-45-2-64-10-140-3-85-2-614.00 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 0.32 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=228/0-3-8, 4=103/Mechanical Max Horz 5=106(LC 4) Max Uplift 5=-55(LC 4), 4=-41(LC 4) Max Grav 5=236(LC 6), 4=128(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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 2,2017 Job 1700475 Truss K1 Truss Type MONO HIP Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032606 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-hfKXESWq?dxdqh3LLZgvqIpsOp_hUgX0GafWtrzAala Scale: 1/2"=1' 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 4x6 2x4 2-4-6 2-4-6 3-4-6 1-0-0 -1-3-4 1-3-4 2-4-6 2-4-6 3-2-14 0-10-8 3-4-6 0-1-8 1-3-43-10-104-0-63-7-20-3-83-10-1014.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.06 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=228/0-3-8, 5=103/Mechanical Max Horz 7=98(LC 4) Max Uplift 7=-66(LC 4), 5=-37(LC 4) Max Grav 7=236(LC 6), 5=119(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss K2 Truss Type JACK Qty 4 Ply 1 MARKHAM B Job Reference (optional) I30032607 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:25 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-hfKXESWq?dxdqh3LLZgvqIpsDpyPUg90GafWtrzAala Scale = 1:17.5 1 2 5 3 4 3x4 2x8 4-0-0 4-0-0 -1-3-4 1-3-4 4-0-0 4-0-0 0-6-62-10-62-4-52-10-67.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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) 3=95/Mechanical, 2=250/0-3-8, 4=38/Mechanical Max Horz 2=108(LC 6) Max Uplift 3=-55(LC 6), 2=-53(LC 6) Max Grav 3=137(LC 12), 2=253(LC 9), 4=76(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss K3 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032608 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-9ruwRoXSmw3URreXvGB8MVMz0DIoD7z9UEP3QHzAalZ Scale = 1:18.1 1 2 3 5 4 6 2x4 4x6 2x4 3x4 2-10-12 2-10-12 -2-10-2 2-10-2 2-10-12 2-10-12 1-3-42-9-66.26 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.48 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=386/0-7-13, 4=1/Mechanical Max Horz 5=91(LC 7) Max Uplift 5=-187(LC 6), 4=-119(LC 8) Max Grav 5=522(LC 8), 4=75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-496/203 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 17.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=187, 4=119. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss KGR Truss Type MONO HIP Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032609 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:26 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-9ruwRoXSmw3URreXvGB8MVM1fDJHD7Y9UEP3QHzAalZ Scale = 1:18.1 1 2 3 4 7 6 5 8 9 5x6 2x4 2x4 3x4 3x6 4x6 1-4-6 1-4-6 3-4-6 2-0-0 -1-3-4 1-3-4 1-4-6 1-4-6 3-2-14 1-10-8 3-4-6 0-1-8 1-3-42-8-102-10-62-3-20-5-82-8-1014.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=284/0-3-8, 5=181/Mechanical Max Horz 7=89(LC 4) Max Uplift 7=-73(LC 4), 5=-21(LC 4) Max Grav 7=284(LC 1), 5=192(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-268/69 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-3-4 to 3-2-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 72 lb up at 1-4-6, and 53 lb down and 61 lb up at 2-5-2 on top chord, and 40 lb down at 1-4-6, and 40 lb down at 2-5-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-47(B) 6=-15(B) 8=-53(B) 9=-20(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. June 2,2017 Job 1700475 Truss L Truss Type MONO TRUSS Qty 8 Ply 1 MARKHAM B Job Reference (optional) I30032610 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-d2SIf8X4XEBL3?DkT_iNvjvCrcd4yaCJju8cyjzAalY Scale = 1:24.5 1 2 3 5 4 6 2x4 2x4 3x6 3x4 3-11-0 3-11-0 -0-11-4 0-11-4 3-9-8 3-9-8 3-11-0 0-1-8 2-0-04-3-73-11-150-3-84-3-77.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=220/0-3-8, 4=135/Mechanical Max Horz 5=36(LC 6) Max Uplift 5=-46(LC 6), 4=-27(LC 6) Max Grav 5=221(LC 9), 4=150(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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 2,2017 Job 1700475 Truss L1 Truss Type MONO HIP Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032611 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:27 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-d2SIf8X4XEBL3?DkT_iNvjvD?cfkya1Jju8cyjzAalY Scale = 1:18.0 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 3x6 4x6 1-9-0 1-9-0 3-11-0 2-2-0 -0-11-4 0-11-4 1-9-0 1-9-0 3-9-8 2-0-8 3-11-0 0-1-8 2-0-02-10-83-0-42-5-00-5-82-10-87.00 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 0.14 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=234/0-3-8, 5=145/Mechanical Max Horz 7=32(LC 6) Max Uplift 7=-102(LC 6), 5=-74(LC 6) Max Grav 7=342(LC 15), 5=212(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-321/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=102. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1 lb down and 60 lb up at 1-9-0 on top chord, and 24 lb down and 74 lb up at 1-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-24(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. June 2,2017 Job 1700475 Truss L2 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032612 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-5E0gsUYiIYJCh9ow0hDcSwRNG0?ih1SSyYuAUAzAalX Scale = 1:18.0 1 2 3 5 4 6 2x4 3x4 2x4 3x4 2-4-3 2-4-3 -1-3-15 1-3-15 2-4-3 2-4-3 2-0-02-11-104.95 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.04 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=202/0-4-15, 4=51/Mechanical Max Horz 5=45(LC 6) Max Uplift 5=-69(LC 6), 4=-36(LC 6) Max Grav 5=241(LC 8), 4=53(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 19.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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 2,2017 Job 1700475 Truss L3 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032613 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:28 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-5E0gsUYiIYJCh9ow0hDcSwRN70zGh1vSyYuAUAzAalX Scale = 1:18.3 1 2 5 3 4 3x4 2x8 1-9-0 1-9-0 -0-11-4 0-11-4 1-9-0 1-9-0 2-0-03-0-47.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.25 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=150/0-3-8, 3=28/Mechanical, 4=13/Mechanical Max Horz 5=116(LC 6) Max Uplift 3=-54(LC 6), 4=-42(LC 6) Max Grav 5=177(LC 8), 3=62(LC 12), 4=41(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) 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) 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 2,2017 Job 1700475 Truss M Truss Type HIP Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032614 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-ZQa24qZK3rR2IJN6aOlr_8_U8QJpQTzcACdj0czAalW Scale = 1:23.2 1 2 3 4 5 6 10 9 8 7 5x6 5x6 2x4 2x4 3x4 3x6 3x6 3x8 1-9-5 1-9-5 7-0-3 5-2-15 8-9-8 1-9-5 -1-7-4 1-7-4 1-9-5 1-9-5 7-0-3 5-2-15 8-9-8 1-9-5 10-4-12 1-7-4 1-2-73-1-93-3-51-2-73-1-914.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-8], [4:0-3-12,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.49 0.18 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=445/0-3-8, 7=445/0-3-8 Max Uplift 10=-122(LC 4), 7=-122(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-286/108, 4-5=-286/107, 2-10=-458/114, 5-7=-458/113 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) -1-7-4 to 10-4-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=122, 7=122. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss M2 Truss Type JACK Qty 5 Ply 1 MARKHAM B Job Reference (optional) I30032615 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-ZQa24qZK3rR2IJN6aOlr_8_X?QKRQU9cACdj0czAalW Scale = 1:15.6 1 2 5 3 4 2x4 3-0-0 3-0-0 -1-7-4 1-7-4 3-0-0 3-0-0 0-4-52-1-57.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.30 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=47/Mechanical, 2=248/0-3-8, 4=28/Mechanical Max Horz 2=100(LC 6) Max Uplift 3=-29(LC 8), 2=-86(LC 6) Max Grav 3=88(LC 12), 2=287(LC 8), 4=56(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 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) 3, 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss M3 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032616 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:29 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-ZQa24qZK3rR2IJN6aOlr_8_QoQKdQU9cACdj0czAalW Scale = 1:16.7 1 2 5 3 4 3x4 3x6 1-6-15 1-6-15 -3-7-1 3-7-1 1-6-15 1-6-15 1-2-72-0-51-4-52-0-56.26 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 0.76 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=578/0-7-13, 3=-230/Mechanical, 4=-12/Mechanical Max Horz 5=146(LC 6) Max Uplift 5=-300(LC 6), 3=-439(LC 8), 4=-30(LC 8) Max Grav 5=898(LC 8), 3=156(LC 6), 4=18(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-840/322 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 17.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=300, 3=439. 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 2,2017 Job 1700475 Truss M4 Truss Type JACK Qty 4 Ply 1 MARKHAM B Job Reference (optional) I30032617 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-1d8QHAayq9ZvwTyI86G4XLXcDqhQ9vwlPsNHZ2zAalV Scale = 1:36.8 1 2 3 5 4 2x4 3x6 2x4 3x4 2-0-3 2-0-3 -1-11-4 1-11-4 2-0-3 2-0-3 4-2-146-7-214.00 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 0.59 0.03 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=269/0-3-8, 4=-7/Mechanical Max Horz 5=132(LC 4) Max Uplift 4=-202(LC 4) Max Grav 5=369(LC 6), 4=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-351/0 WEBS 2-4=0/416 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=202. 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 2,2017 Job 1700475 Truss M5 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032618 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:30 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-1d8QHAayq9ZvwTyI86G4XLXbtqfY9wVlPsNHZ2zAalV Scale = 1:48.8 1 2 3 5 4 2x4 3x6 2x4 3x4 4-1-4 4-1-4 -1-11-4 1-11-4 4-1-4 4-1-4 4-2-149-0-514.00 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 0.68 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=312/0-3-8, 4=118/Mechanical Max Horz 5=150(LC 4) Max Uplift 4=-147(LC 4) Max Grav 5=342(LC 6), 4=123(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-303/6 WEBS 2-4=-7/319 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=147. 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 2,2017 Job 1700475 Truss M5GR Truss Type MONO HIP Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032619 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-VpipUWbbbThmYcXVipnJ3Z3omEvvuNzueW6q5UzAalU Scale = 1:51.9 1 2 3 4 7 6 5 5x6 4x6 4x6 2x4 3x4 4x6 4-1-4 4-1-4 6-1-4 2-0-0 -1-11-4 1-11-4 4-1-4 4-1-4 6-1-4 2-0-0 4-2-148-10-09-0-58-10-014.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-12], [3:0-3-9,0-2-8], [4:Edge,0-3-8], [5:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.52 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.10 -0.00 (loc) 6-7 6-7 5 l/defl >728 >665 n/a L/d 240 180 n/a PLATES MT20 Weight: 53 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7,2-6: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=421/Mechanical, 7=491/0-3-8 Max Horz 7=147(LC 4) Max Uplift 5=-372(LC 4), 7=-171(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-317/62 WEBS 2-6=-57/282 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=372, 7=171. 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) 322 lb down and 393 lb up at 4-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-322(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. June 2,2017 Job 1700475 Truss MGR Truss Type HIP Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032620 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:31 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-VpipUWbbbThmYcXVipnJ3Z3uHE1PuNOueW6q5UzAalU Scale = 1:22.8 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 4x6 4x6 4x12 4x12 3x8 2x4 4-4-12 4-4-12 8-9-8 4-4-12 -1-7-4 1-7-4 0-9-5 0-9-5 4-4-12 3-7-7 8-0-3 3-7-7 8-9-8 0-9-5 10-4-12 1-7-4 1-2-71-11-92-1-51-2-71-11-914.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-12], [3:0-3-4,0-2-0], [5:0-3-4,0-2-0], [6:0-2-1,0-1-12], [8:Edge,0-3-8], [8:0-0-0,0-1-12], [10:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.04 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 9 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 10=371/0-3-8, 8=375/0-3-8 Max Uplift 10=-149(LC 4), 8=-147(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/75, 3-4=-405/98, 4-5=-405/98, 5-6=-251/75, 2-10=-378/158, 6-8=-378/158 WEBS 3-9=-86/363, 4-9=-262/120, 5-9=-86/363 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -1-7-4 to 10-4-12; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=149, 8=147. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb up at 0-9-5, 31 lb up at 2-10-4, 31 lb up at 4-10-4, and 31 lb up at 6-10-4, and 36 lb up at 8-0-3 on top chord, and 155 lb up at 0-9-5, 16 lb down at 2-10-4, 16 lb down at 4-10-4, and 16 lb down at 6-10-4, and 155 lb up at 7-11-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-10=-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 2,2017 Job 1700475 Truss MGR Truss Type HIP Qty 1 Ply 2 MARKHAM B Job Reference (optional) I30032620 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:31 2017 Page 2 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-VpipUWbbbThmYcXVipnJ3Z3uHE1PuNOueW6q5UzAalU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=84(F) 15=-8(F) 16=-8(F) 17=-8(F) 18=83(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1700475 Truss MGR1 Truss Type JACK Qty 2 Ply 1 MARKHAM B Job Reference (optional) I30032621 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-z?GBisbDMmpd9m5hFXIYcmcxedMFdnh2tAsNdxzAalT Scale = 1:50.4 1 2 3 4 7 6 5 2x4 4x6 2x4 3x4 3x4 3x6 2-10-1 2-10-1 5-8-2 2-10-1 -2-8-14 2-8-14 2-10-1 2-10-1 5-8-2 2-10-1 4-2-148-11-29.90 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.66 0.07 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 6 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=435/0-4-15, 5=252/Mechanical Max Horz 7=125(LC 4) Max Uplift 7=-232(LC 4), 5=-290(LC 4) Max Grav 7=474(LC 6), 5=255(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-452/240, 2-3=-167/254 WEBS 2-6=-37/254, 3-6=-361/95, 3-5=-170/279 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 14.1 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=232, 5=290. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 118 lb up at 5-6-6 on top chord, and 145 lb up at 2-11-4, and 145 lb up at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-83(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. June 2,2017 Job 1700475 Truss N1 Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032622 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:32 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-z?GBisbDMmpd9m5hFXIYcmc?4dNwdrN2tAsNdxzAalT Scale = 1:15.4 1 2 5 4 6 3 2x4 3x6 3x4 -1-11-4 1-11-4 1-9-9 1-9-9 1-5-12-5-101-11-92-5-107.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=270/1-9-9, 3=-32/Mechanical, 4=17/1-9-9 Max Horz 5=53(LC 6) Max Uplift 5=-93(LC 6), 3=-118(LC 8), 4=-42(LC 6) Max Grav 5=375(LC 8), 3=57(LC 7), 4=33(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-358/103 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=118. 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 2,2017 Job 1700475 Truss N2 Truss Type MONO TRUSS Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032623 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-SCpZvBcr74xUnwgtpEpn9_99K1iBMH4B5qbx9NzAalS Scale = 1:27.2 1 2 3 5 4 2x4 3x4 2x4 3x6 1-10-8 1-10-8 -1-11-4 1-11-4 1-10-8 1-10-8 2-6-104-8-1514.00 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 0.47 0.02 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 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=-19/0-3-8, 5=271/0-3-8 Max Horz 5=193(LC 5) Max Uplift 4=-105(LC 6), 5=-133(LC 4) Max Grav 4=35(LC 4), 5=377(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-361/142 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=105, 5=133. 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 2,2017 Job 1700475 Truss NGR Truss Type JACK Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032624 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:33 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-SCpZvBcr74xUnwgtpEpn9_95m1g2MIAB5qbx9NzAalS Scale = 1:26.2 1 2 5 4 6 3 2x4 5x6 3x4 3-11-6 3-11-6 -4-4-0 4-4-0 3-11-6 3-11-6 2-6-104-7-56.26 12 Plate Offsets (X,Y)-- [2:0-2-10,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.76 0.16 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=526/0-7-13, 3=-76/Mechanical, 4=2935/Mechanical Max Horz 5=110(LC 6) Max Uplift 5=-255(LC 6), 3=-630(LC 17) Max Grav 5=741(LC 8), 3=4(LC 10), 4=2935(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-703/278 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.7 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=255, 3=630. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 176 lb up at 0-1-5, and 34 lb down and 606 lb up at 3-9-10 on top chord, and 2897 lb down at 3-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 2=55(B) 3=21(B) 4=-2897(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. June 2,2017 Job 1700475 Truss PB1 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032625 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-wONx7XdTuO3LP4F4NyK0hBhRaR1M5ltLKULUipzAalR Scale = 1:15.3 1 2 3 4 5 6 7 8 3x6 3x6 2x4 2x4 2x4 2x4 0-0-7 0-0-7 7-7-15 7-7-8 7-8-6 0-0-7 1-9-6 1-9-6 5-11-0 4-1-11 7-8-6 1-9-6 0-5-101-9-91-11-40-1-100-5-100-1-101-9-914.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-4-5,0-1-8], [5:0-4-5,0-1-8], [6:0-2-10,0-1-0] 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-S 0.06 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=171/6-7-15, 6=171/6-7-15, 8=227/6-7-15 Max Uplift 2=-38(LC 4), 6=-38(LC 4), 8=-36(LC 4) Max Grav 2=180(LC 8), 6=180(LC 8), 8=227(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss PB2 Truss Type SPECIAL Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032626 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-wONx7XdTuO3LP4F4NyK0hBhQAR1I5l7LKULUipzAalR Scale = 1:20.3 1 2 3 4 5 6 7 8 3x6 3x6 2x4 2x4 2x4 2x4 0-0-7 0-0-7 7-7-15 7-7-8 7-8-6 0-0-7 2-10-2 2-10-2 4-10-4 2-0-3 7-8-6 2-10-2 0-5-103-0-73-2-20-1-100-5-100-1-103-0-714.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-14], [3:0-4-5,0-1-8], [5:0-4-5,0-1-8], [6:0-4-0,0-0-14] 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 0.08 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=206/6-7-15, 6=206/6-7-15, 8=156/6-7-15 Max Uplift 2=-59(LC 4), 6=-59(LC 4) Max Grav 2=233(LC 8), 6=233(LC 8), 8=179(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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss PB3 Truss Type SPECIAL Qty 5 Ply 1 MARKHAM B Job Reference (optional) I30032627 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:34 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-wONx7XdTuO3LP4F4NyK0hBhNMR1G5lmLKULUipzAalR Scale = 1:29.9 1 2 3 4 5 6 4x6 2x4 2x4 2x4 0-0-7 0-0-7 7-7-15 7-7-8 7-8-6 0-0-7 3-10-3 3-10-3 7-8-6 3-10-3 0-5-104-4-40-1-100-5-100-1-1014.00 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 0.26 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=188/6-7-15, 4=188/6-7-15, 6=192/6-7-15 Max Uplift 2=-51(LC 4), 4=-51(LC 4) Max Grav 2=217(LC 8), 4=217(LC 8), 6=203(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 2,2017 Job 1700475 Truss PB4 Truss Type SPECIAL Qty 6 Ply 1 MARKHAM B Job Reference (optional) I30032628 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:35 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-OaxJKte5fhCC1EqGwfsFEPEZxrNLqC?UZ842EGzAalQ Scale = 1:17.4 1 2 3 4 5 6 7 8 4x6 2x4 2x4 2x4 0-0-14 0-0-14 8-7-13 8-6-15 8-8-11 0-0-14 4-4-5 4-4-5 8-8-11 4-4-5 0-4-52-4-140-1-100-4-50-1-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=181/7-0-6, 4=181/7-0-6, 6=262/7-0-6 Max Uplift 2=-54(LC 6), 4=-54(LC 6) Max Grav 2=189(LC 12), 4=189(LC 12), 6=284(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss V1 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032629 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-smViYDejP?K3eOPSUNNUmcmi2FijZe?enoqbmizAalP Scale = 1:25.1 1 2 3 4 5 9 8 7 6 10 11 3x4 3x4 5x6 2x4 6x6 2x4 2x4 6x6 15-7-12 15-7-12 3-9-10 3-9-10 11-10-2 8-0-8 15-7-12 3-9-10 2-0-142-2-102-0-147.00 12 Plate Offsets (X,Y)-- [7:0-1-12,0-0-0], [8:0-3-0,0-0-4], [8:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.16 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: 41 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-4: 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, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-7-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 9=339(LC 17), 7=596(LC 16), 6=337(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-516/92 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 9, 7, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss V2 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032630 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:36 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-smViYDejP?K3eOPSUNNUmcmeSFjoZetenoqbmizAalP Scale = 1:18.7 1 2 3 4 6 5 7 8 3x4 3x4 2x4 6x6 2x4 6x6 11-7-12 11-7-12 3-9-10 3-9-10 7-10-2 4-0-8 11-7-12 3-9-10 2-0-142-2-102-0-147.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-7-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 4 except 5=360(LC 16), 6=357(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-279/76, 2-6=-276/75 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5, 6. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with 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 2,2017 Job 1700475 Truss V3 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032631 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-Kz34lZfLAJSwGX_f24ujJqJtfe2wI5Vn0SZ8I8zAalO Scale = 1:15.7 1 2 3 4 5 6 2x4 4x6 2x4 2x4 7-7-12 7-7-12 3-9-14 3-9-14 7-7-12 3-9-14 2-2-127.00 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 0.32 0.16 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: 19 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=136/7-7-12, 3=136/7-7-12, 4=253/7-7-12 Max Uplift 1=-29(LC 6), 3=-29(LC 6) Max Grav 1=157(LC 11), 3=157(LC 11), 4=271(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 2,2017 Job 1700475 Truss V4 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032632 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:37 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-Kz34lZfLAJSwGX_f24ujJqJy2e3dI57n0SZ8I8zAalO Scale: 1.5"=1' 1 2 3 2x4 3x6 2x4 3-7-12 3-7-12 1-9-14 1-9-14 3-7-12 1-9-14 1-0-127.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.12 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 3-7-12 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=103/3-7-12, 3=103/3-7-12 Max Uplift 1=-12(LC 6), 3=-12(LC 6) Max Grav 1=115(LC 11), 3=115(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 2,2017 Job 1700475 Truss V5 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032633 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-o9dSyvg_xcanuhZrcnPys1s3X2Pr1YwwF6JirazAalN Scale = 1:25.4 1 2 3 42x4 4x6 2x4 2x4 6-2-11 6-2-11 3-1-5 3-1-5 6-2-11 3-1-5 3-7-914.00 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 0.32 0.12 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: 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=139/6-2-11, 3=139/6-2-11, 4=169/6-2-11 Max Uplift 1=-46(LC 4), 3=-46(LC 4) Max Grav 1=166(LC 7), 3=166(LC 7), 4=177(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 2,2017 Job 1700475 Truss V6 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032634 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-o9dSyvg_xcanuhZrcnPys1s6Z2Qw1Y8wF6JirazAalN Scale = 1:15.2 1 2 3 4 2x4 4x6 2x4 2x4 4-2-11 4-2-11 2-1-5 2-1-5 4-2-11 2-1-5 2-5-914.00 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 0.12 0.05 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: 13 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 4-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=89/4-2-11, 3=89/4-2-11, 4=109/4-2-11 Max Uplift 1=-31(LC 4), 3=-31(LC 4) Max Grav 1=107(LC 7), 3=107(LC 7), 4=114(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 2,2017 Job 1700475 Truss V7 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032635 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:38 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-o9dSyvg_xcanuhZrcnPys1s772Q31YNwF6JirazAalN Scale = 1:9.3 1 2 3 2x4 3x6 2x4 2-2-11 2-2-11 1-1-5 1-1-5 2-2-11 1-1-5 1-3-914.00 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 0.02 0.04 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 2-2-11 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=64/2-2-11, 3=64/2-2-11 Max Uplift 1=-11(LC 4), 3=-11(LC 4) Max Grav 1=73(LC 7), 3=73(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 2,2017 Job 1700475 Truss V8 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032636 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-GLBqAFhciwieVr819VwBOFOFUSk4m?74Um2FN1zAalM Scale = 1:15.6 1 2 3 4 2x4 4x6 2x4 2x4 6-6-13 6-6-13 3-3-6 3-3-6 6-6-13 3-3-6 2-2-48.00 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 0.24 0.12 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: 17 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=120/6-6-13, 3=120/6-6-13, 4=208/6-6-13 Max Uplift 1=-28(LC 4), 3=-28(LC 4) Max Grav 1=139(LC 7), 3=139(LC 7), 4=222(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 2,2017 Job 1700475 Truss V9 Truss Type VALLEY Qty 1 Ply 1 MARKHAM B Job Reference (optional) I30032637 8.030 s Jan 23 2017 MiTek Industries, Inc. Thu Jun 01 17:24:39 2017 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-GLBqAFhciwieVr819VwBOFOIlSkkm?d4Um2FN1zAalM Scale = 1:7.8 1 2 3 2x4 3x6 2x4 3-0-13 3-0-13 1-6-6 1-6-6 3-0-13 1-6-6 1-0-48.00 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 0.03 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 3-0-13 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=84/3-0-13, 3=84/3-0-13 Max Uplift 1=-10(LC 4), 3=-10(LC 4) Max Grav 1=94(LC 7), 3=94(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 2,2017 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.