Loading...
HomeMy WebLinkAboutSOUTHILL C SEALED TRUSS ENGINEERING 18-522216023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: 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. February 13,2019 Liu, Xuegang Pages or sheets covered by this seal: I36141598 thru I36141647 My license renewal date for the state of Indiana is July 31, 2020. SOUTHILL_C_T_BASE 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: 18-5222 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss A Truss Type Common Qty 10 Ply 1 18-5222 Job Reference (optional) I36141598 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-JcQmzYXE?nA1VsA?zx0yoDK7BPQHJrkjQoKbmlzlWLe Scale = 1:73.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x6 5x6 3x6 5x6 3x6 3x4 2x4 3x6 3x8 3x6 3x4 4x6 3x6 3x6 3x8 9-9-119-9-11 19-3-159-6-4 28-10-29-6-3 37-8-08-9-14 6-1-4 6-1-4 12-7-2 6-5-14 19-3-15 6-8-13 26-0-12 6-8-13 32-6-9 6-5-14 37-8-0 5-1-7 0-6-611-9-111-1-57.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-0-9], [1:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.96 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.66 0.13 (loc) 1-15 1-15 10 l/defl >999 >679 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,8-11,9-10,8-10: 2x4 SPF Stud/No.3 WEDGE Left: 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, Except: 2-2-0 oc bracing: 1-15. WEBS 1 Row at midpt 4-13, 6-13, 8-10 REACTIONS.(lb/size)1=1495/Mechanical, 10=1495/Mechanical Max Horz 1=4(LC 6) Max Uplift 1=-85(LC 6), 10=-85(LC 6) Max Grav 1=1640(LC 11), 10=1640(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2670/194, 2-4=-2444/198, 4-5=-1746/226, 5-6=-1747/227, 6-8=-2263/190, 8-9=-323/51, 9-10=-281/49 BOT CHORD 1-15=-102/2191, 13-15=-5/1764, 11-13=-2/1687, 10-11=-80/1871 WEBS 2-15=-351/147, 4-15=0/503, 4-13=-770/150, 5-13=-111/1260, 6-13=-652/146, 6-11=0/358, 8-10=-2108/132 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 1 and 85 lb uplift at joint 10. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss AG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141599 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-oo_9AuXsm4Iu70lCXfYBKQtFVpoh2I_sfS48IBzlWLd Scale = 1:73.2 Sheet Front Right Option 0-9-1 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 36 37 3x6 3x6 3x6 3x6 5x6 3x8 3x6 5x6 5x6 3x8 4x6 3x6 3x4 3x4 1-4-19-7-13 9-7-13 19-3-15 9-8-2 29-0-0 9-8-1 36-10-15 7-10-15 37-8-0 0-9-1 6-1-4 6-1-4 12-7-15 6-6-11 18-0-0 5-4-1 19-3-15 1-3-15 25-11-15 6-8-0 32-6-9 6-6-10 37-8-0 5-1-7 0-6-611-9-111-1-57.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-0-9], [1:0-6-0,0-1-3], [7:0-3-0,0-3-0], [18:0-1-10,0-1-0], [19:0-1-8,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.82 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.59 0.12 (loc) 1-15 1-15 10 l/defl >999 >760 n/a L/d 240 180 n/a PLATES MT20 Weight: 198 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 12-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-10,8-10,2-15,8-11: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-13, 8-10 REACTIONS.(lb/size)1=1495/Mechanical, 10=1495/Mechanical Max Horz 1=4(LC 6) Max Uplift 1=-85(LC 6), 10=-85(LC 6) Max Grav 1=1640(LC 11), 10=1640(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2670/193, 2-4=-2445/198, 4-5=-1746/227, 5-6=-1747/227, 6-8=-2263/189, 8-9=-325/53, 9-10=-282/50 BOT CHORD 1-15=-102/2190, 13-15=-5/1765, 11-13=-2/1687, 10-11=-80/1872 WEBS 4-13=-770/150, 5-13=-111/1260, 6-13=-653/146, 8-10=-2107/130, 4-15=0/504, 2-15=-350/148, 6-11=0/359 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 1 and 85 lb uplift at joint 10. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss ATG Truss Type Roof Special Structural Gable Qty 1 Ply 1 18-5222 Job Reference (optional) I36141600 8.220 s Jan 5 2019 MiTek Industries, Inc. Wed Feb 13 15:31:15 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-yWufE5oPIvmYSQEbMjmiErwGg15hV0IB_6o3BlzlW1Q Scale = 1:82.5 Sheet Back Right Option 8-9-1 1 Ply 1/2 x 4 x8 OX 1 54 2 55 3 4 5 6 7 8 9 10 22 21 20 19 18 16 15 14 13 12 11 56 57 17 5x9 5x6 3x6 5x9 4x12 5x9 5x9 3x6 3x6 4x6 2x8 2x8 6x6 3x4 5x6 5-4-71-9-81-9-8 7-4-95-7-1 15-1-87-8-15 23-6-98-5-1 27-10-44-3-12 28-10-151-0-11 29-6-3 0-7-4 37-8-08-1-13 1-9-81-9-8 7-4-95-7-1 12-7-155-3-6 14-0-01-4-1 15-1-8 1-1-8 19-3-154-2-7 25-0-135-8-15 32-4-107-3-13 37-8-05-3-6 11-9-111-1-51-0-07.00 12 Plate Offsets (X,Y)-- [2:0-9-15,0-0-0], [4:0-4-0,Edge], [6:0-1-15,0-1-8], [8:0-3-0,0-3-0], [18:0-3-8,0-3-0], [20:0-3-2,0-2-8], [29:0-1-9,0-1-0], [32:0-1-12,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.79 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.58 0.19 (loc) 18-19 18-19 15 l/defl >999 >577 n/a L/d 240 180 n/a PLATES MT20 Weight: 312 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-4: 2x6 SP No.1, 8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-22: 2x10 SP No.2, 2-20: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-15,10-11,9-11,4-21,19-20,5-20: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 LBR SCAB 1-3 2x6 SP No.1 one side BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 6-18, 7-15 REACTIONS.All bearings 9-11-8 except (jt=length) 1=0-3-8, 17=0-3-8. (lb) - Max Horz 1=4(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 16, 13, 17 except 15=-225(LC 6), 11=-354(LC 8) Max Grav All reactions 250 lb or less at joint(s) 16, 14, 13, 12, 11, 17 except 1=1127(LC 11), 15=2287(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-54=-517/40, 2-54=-487/44, 2-55=-2083/71, 3-55=-2022/71, 3-4=-1998/91, 4-5=-1249/131, 5-56=-1178/168, 6-56=-1087/196, 6-57=-479/178, 7-57=-508/146, 7-8=-17/1032, 8-9=-40/864 BOT CHORD 2-21=0/1791, 20-21=0/1806, 14-15=-586/78, 13-14=-586/78, 12-13=-586/78, 11-12=-586/78 WEBS 4-20=-973/58, 18-20=0/460, 6-20=-73/1003, 6-18=-707/0, 7-18=0/772, 7-15=-2064/119, 9-15=-537/168, 9-11=-90/747, 4-21=0/392, 5-20=-397/151 NOTES- 1) Attached 5-10-11 scab 1 to 3, front face(s) 2x6 SP No.1 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-2-4 from end at joint 1, nail 2 row(s) at 3" o.c. for 2-9-6; starting at 3-9-2 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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. 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 16, 13, 17 except (jt=lb) 15=225, 11=354. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. SUPPORT (BY OTHERS) February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss B Truss Type Common Qty 6 Ply 1 18-5222 Job Reference (optional) I36141601 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-CNfHovak3?gT_TUmCn5uy3VmZ1qlFiAJLPIovWzlWLa Scale = 1:70.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 183x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 8-7-98-7-9 18-0-09-4-7 27-4-79-4-7 36-0-08-7-9 -0-11-4 0-11-4 4-4-7 4-4-7 10-1-9 5-9-2 18-0-0 7-10-7 25-10-7 7-10-7 31-7-9 5-9-2 36-0-0 4-4-7 36-11-4 0-11-4 0-6-611-0-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [10:0-1-0,0-0-9], [10:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 1.00 0.79 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.44 0.13 (loc) 14-16 14-16 10 l/defl >999 >978 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-5,7-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-14,8-14,4-14: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 4-14 REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-115(LC 6), 10=-115(LC 6) Max Grav 2=1606(LC 12), 10=1606(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2558/176, 3-4=-2365/165, 4-6=-1720/203, 6-8=-1720/203, 8-9=-2365/165, 9-10=-2558/176 BOT CHORD 2-16=-82/2096, 14-16=-8/1848, 12-14=-8/1848, 10-12=-82/2096 WEBS 6-14=-60/1122, 8-14=-760/140, 8-12=0/403, 4-14=-760/140, 4-16=0/403 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=115, 10=115. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss BG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141602 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-gaDf0FaMqJoKcd3zmUc7VG28jQKF_DJSa32LRyzlWLZ Scale = 1:71.6 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 54 53 52 51 50 49 484746 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 55 563x6 3x6 3x6 3x8 3x8 5x6 3x6 36-0-036-0-0 -0-11-4 0-11-4 18-0-0 18-0-0 36-0-0 18-0-0 36-11-4 0-11-4 0-6-611-0-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-1-3,0-6-0], [2:0-0-9,0-1-0], [9:0-1-10,Edge], [21:0-1-10,Edge], [28:0-0-9,0-1-0], [28:0-1-3,0-6-0], [28:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 29 29 28 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 250 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 15-42,14-43,13-44,12-45,11-46,16-41,17-40,18-39,19-38: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 15-42, 14-43, 13-44, 12-45, 16-41, 17-40, 18-39 REACTIONS.All bearings 36-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30 Max Grav All reactions 250 lb or less at joint(s) 28, 2, 42, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31 except 54=319(LC 12), 30=319(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss C Truss Type COMMON Qty 3 Ply 1 18-5222 Job Reference (optional) I36141603 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-gaDf0FaMqJoKcd3zmUc7VG2?PQBC_AfSa32LRyzlWLZ Scale = 1:52.2 1 2 3 4 5 6 7 8 9 12 11 10 13 143x6 4x6 3x6 5x6 3x6 3x4 2x4 3x4 2x4 5x6 10-0-310-0-3 17-11-137-11-10 28-0-010-0-3 -0-11-4 0-11-4 7-1-0 7-1-0 14-0-0 6-11-0 20-11-0 6-11-0 28-0-0 7-1-0 28-11-4 0-11-4 0-6-68-8-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-9], [2:0-6-0,0-1-3], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.65 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.68 0.06 (loc) 2-12 2-12 8 l/defl >999 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 7-10,3-12: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1173/0-3-8, 8=1173/0-3-8 Max Uplift 2=-97(LC 6), 8=-97(LC 6) Max Grav 2=1255(LC 12), 8=1255(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1842/149, 3-5=-1647/180, 5-7=-1647/180, 7-8=-1842/149 BOT CHORD 2-12=-34/1488, 10-12=0/951, 8-10=-34/1488 WEBS 5-10=-32/635, 7-10=-460/169, 5-12=-32/635, 3-12=-460/169 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss C1 Truss Type COMMON Qty 2 Ply 1 18-5222 Job Reference (optional) I36141604 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-8mn2Dbb_bdwBDne9JC7M1UaAEqX6jdtbojnvzPzlWLY Scale = 1:54.7 1 2 3 4 5 6 7 8 11 10 9 12 133x6 4x6 3x6 3x6 5x6 3x4 2x4 3x4 2x4 5x6 10-0-310-0-3 17-11-137-11-10 28-0-010-0-3 -0-11-4 0-11-4 7-1-0 7-1-0 14-0-0 6-11-0 20-11-0 6-11-0 28-0-0 7-1-0 0-6-68-8-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-3], [2:0-1-0,0-0-9], [8:0-1-0,0-0-9], [8:0-6-0,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.67 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.71 0.06 (loc) 8-9 8-9 8 l/defl >999 >471 n/a L/d 240 180 n/a PLATES MT20 Weight: 103 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 7-9,3-11: 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=1107/0-3-8, 2=1175/0-3-8 Max Horz 2=14(LC 6) Max Uplift 8=-62(LC 6), 2=-98(LC 6) Max Grav 8=1215(LC 12), 2=1255(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1843/150, 3-5=-1648/181, 5-7=-1650/183, 7-8=-1845/153 BOT CHORD 2-11=-50/1484, 9-11=0/947, 8-9=-54/1487 WEBS 5-9=-36/638, 7-9=-463/175, 5-11=-33/635, 3-11=-460/169 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss CG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141605 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-cyLQRxcdMw22rxDLtvebah7UGE0jS6Ml1NXSWrzlWLX Scale = 1:54.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x9 4x6 4x9 3x4 3x8 3x4 3x8 5x6 28-0-028-0-0 -0-11-4 0-11-4 14-0-0 14-0-0 28-0-0 14-0-0 28-11-4 0-11-4 0-6-68-8-60-6-67.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-15], [2:0-2-5,Edge], [7:0-2-0,0-0-0], [8:0-4-8,0-2-4], [8:0-0-0,0-1-12], [16:0-4-8,0-2-4], [16:0-0-0,0-1-12], [17:0-2-0,0-0-0], [22:0-2-5,Edge], [22:Edge,0-0-15], [32:0-3-0,0-3-0] 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 0.14 0.07 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 23 23 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 167 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 12-32,11-33,13-31: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-32 REACTIONS.All bearings 28-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 22, 2, 32, 33, 34, 35, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 22, 2, 32, 33, 34, 35, 36, 37, 38, 39, 31, 30, 29, 28, 27, 26, 25 except 40=318(LC 12), 24=318(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 2, 32, 33, 34, 35, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25, 24. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss CT Truss Type SPECIAL Qty 2 Ply 1 18-5222 Job Reference (optional) I36141606 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-48voeHdF6EAuT5oYRdAq6vgTJeCtBS3uG1G02HzlWLW Scale = 1:53.9 1 14 2 15 3 4 5 6 7 8 13 12 11 10 9 16 17 5x9 4x6 5x9 5x9 4x9 2x4 5x6 2x4 6x8 5x6 1-9-81-9-8 7-10-86-1-0 15-1-87-3-0 20-0-04-10-8 28-0-08-0-0 1-9-8 1-9-8 7-10-8 6-1-0 14-0-0 6-1-8 15-1-8 1-1-8 20-0-0 4-10-8 28-0-0 8-0-0 28-11-4 0-11-4 8-8-60-6-61-0-07.00 12 Plate Offsets (X,Y)-- [2:0-6-12,0-0-0], [4:0-2-12,0-1-12], [6:0-4-8,0-3-4], [7:0-1-0,0-0-9], [7:0-6-0,0-1-3], [11:0-2-8,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.95 0.72 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.25 (loc) 2-12 11-12 7 l/defl >999 >694 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 1-13: 2x10 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-11: 2x4 SPF No.2 OTHERS 2x6 SP No.1 LBR SCAB 1-3 2x6 SP No.1 one side WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size)1=1107/0-3-8, 7=1173/0-3-8 Max Horz 1=-21(LC 6) Max Uplift 1=-62(LC 6), 7=-99(LC 6) Max Grav 1=1216(LC 12), 7=1254(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-512/63, 2-4=-2195/127, 4-5=-1388/153, 5-6=-1574/170, 6-7=-1857/127 BOT CHORD 2-12=-8/1913, 11-12=-4/1921, 7-9=-4/1465 WEBS 4-12=0/348, 4-11=-1037/106, 9-11=-8/1494, 6-11=-399/111, 5-11=-67/1100 NOTES- 1) Attached 5-6-12 scab 1 to 3, front face(s) 2x6 SP No.1 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-2-4 from end at joint 1, nail 2 row(s) at 3" o.c. for 2-8-14; starting at 3-5-2 from end at joint 1, nail 2 row(s) at 3" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) 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, 7. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. SUPPORT (BY OTHERS) February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss CT1 Truss Type Roof Special Qty 3 Ply 1 18-5222 Job Reference (optional) I36141607 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-ZLTAsdettYIl4EMk?Kh3f6Ce22Y5wvH2Uh0ZakzlWLV Scale = 1:53.4 1 13 2 14 3 4 5 6 7 12 11 10 9 8 15 16 5x9 4x6 6x10 5x9 4x9 2x4 5x6 2x4 6x8 5x6 1-9-81-9-8 7-10-86-1-0 15-1-87-3-0 20-0-04-10-8 28-0-08-0-0 1-9-8 1-9-8 7-10-8 6-1-0 14-0-0 6-1-8 15-1-8 1-1-8 20-0-0 4-10-8 28-0-0 8-0-0 8-8-60-6-61-0-07.00 12 Plate Offsets (X,Y)-- [2:0-6-12,0-0-0], [4:0-2-12,0-1-12], [6:0-4-12,0-3-0], [7:0-1-0,0-0-9], [7:0-6-0,0-1-3], [10:0-2-8,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.95 0.72 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.48 0.25 (loc) 2-11 10-11 7 l/defl >999 >697 n/a L/d 240 180 n/a PLATES MT20 Weight: 139 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x6 SP No.1, 6-7: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x10 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-10: 2x4 SPF No.2 OTHERS 2x6 SP No.1 LBR SCAB 1-3 2x6 SP No.1 one side WEDGE Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size)1=1109/0-3-8, 7=1107/0-3-8 Max Horz 1=-7(LC 6) Max Uplift 1=-63(LC 6), 7=-64(LC 6) Max Grav 1=1216(LC 11), 7=1215(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-517/50, 2-4=-2196/132, 4-5=-1389/157, 5-6=-1576/175, 6-7=-1835/128 BOT CHORD 2-11=-27/1909, 10-11=-23/1917, 7-8=-22/1462 WEBS 4-11=0/348, 4-10=-1037/109, 8-10=-26/1492, 6-10=-400/111, 5-10=-73/1102 NOTES- 1) Attached 5-6-12 scab 1 to 3, front face(s) 2x6 SP No.1 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-2-4 from end at joint 1, nail 2 row(s) at 3" o.c. for 2-8-14; starting at 3-5-2 from end at joint 1, nail 2 row(s) at 3" o.c. for 2-0-0. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 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, 7. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. SUPPORT (BY OTHERS) February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss E Truss Type HIP Qty 3 Ply 1 18-5222 Job Reference (optional) I36141608 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-1X1Y3zeVerRciOxwY2CICKlx2Ry5fMIBjLl66AzlWLU Scale = 1:59.6 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 4x6 3x6 3x4 5x9 3x4 5x9 2x8 3x6 3x6 2x8 8-1-118-1-11 12-10-54-8-9 21-0-08-1-11 -1-3-4 1-3-4 3-8-11 3-8-11 8-1-11 4-5-1 12-10-5 4-8-9 17-3-5 4-5-1 21-0-0 3-8-11 22-3-4 1-3-4 1-6-011-0-01-6-011-0-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-3-0], [4:0-3-2,0-2-0], [5:0-3-2,0-2-0], [6:0-4-8,0-3-0] 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 0.36 0.48 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.02 (loc) 12-13 12-13 9 l/defl >999 >781 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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* 4-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=913/0-3-8, 9=913/0-3-8 Max Uplift 13=-95(LC 4), 9=-95(LC 4) Max Grav 13=933(LC 8), 9=933(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-798/182, 4-5=-505/174, 5-6=-798/182, 2-13=-280/156, 7-9=-280/156 BOT CHORD 12-13=0/453, 10-12=0/390, 9-10=0/453 WEBS 4-12=-46/261, 5-10=-46/261, 3-13=-687/0, 6-9=-687/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss E1 Truss Type HIP Qty 5 Ply 1 18-5222 Job Reference (optional) I36141609 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-1X1Y3zeVerRciOxwY2CICKlwURxSfLyBjLl66AzlWLU Scale = 1:58.7 1 2 3 4 5 6 7 12 11 10 9 8 2x4 4x6 4x6 3x6 3x4 3x4 5x9 3x4 3x6 2x8 3x4 7-1-37-1-3 11-9-134-8-9 19-11-88-1-11 3-0-5 3-0-5 7-1-3 4-0-15 11-9-13 4-8-9 16-2-13 4-5-1 19-11-8 3-8-11 21-2-12 1-3-4 2-8-911-0-01-6-011-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-2,0-2-0], [5:0-4-8,0-3-0] 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 0.39 0.52 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.01 (loc) 8-9 8-9 8 l/defl >999 >556 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-11,4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=875/0-3-8, 12=784/0-3-8 Max Horz 12=-75(LC 4) Max Uplift 8=-95(LC 4), 12=-52(LC 4) Max Grav 8=892(LC 8), 12=834(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/188, 3-4=-464/175, 4-5=-744/181, 6-8=-285/158 BOT CHORD 11-12=0/327, 9-11=0/352, 8-9=0/425 WEBS 5-8=-625/0, 2-12=-705/16 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 8, 12. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss E2 Truss Type SPECIAL Qty 1 Ply 1 18-5222 Job Reference (optional) I36141610 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-VjaxGJf7P9ZTKYW76ljXkXI0jrFiOm3Ly?VgfczlWLT Scale = 1:53.8 1 2 3 4 5 6 7 8 14 13 12 11 10 9 6x6 6x6 4x6 2x4 3x6 3x8 3x4 3x4 4x9 4x6 3x4 6x8 1-11-21-11-2 10-6-108-7-8 14-9-124-3-2 21-0-06-2-4 -1-3-4 1-3-4 1-11-2 1-11-2 6-1-2 4-2-0 10-6-10 4-5-8 14-9-12 4-3-2 21-0-0 6-2-4 22-3-4 1-3-4 1-6-03-7-18-8-101-6-03-7-114.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [6:Edge,0-1-14], [7:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.58 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.03 (loc) 11-13 11-13 9 l/defl >999 >728 n/a L/d 240 180 n/a PLATES MT20 Weight: 106 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS.(lb/size)14=913/0-3-8, 9=913/0-3-8 Max Uplift 14=-105(LC 4), 9=-96(LC 4) Max Grav 14=913(LC 1), 9=931(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-694/73, 3-4=-444/58, 4-5=-1376/129, 5-6=-824/137, 6-7=-857/120, 2-14=-975/70, 7-9=-868/130 BOT CHORD 11-13=0/1062, 10-11=0/1343 WEBS 3-13=-13/365, 4-13=-823/118, 4-11=0/350, 5-10=-1184/155, 6-10=-79/783, 2-13=0/573, 7-10=0/303 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); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 9 except (jt=lb) 14=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss E3 Truss Type SPECIAL Qty 1 Ply 1 18-5222 Job Reference (optional) I36141611 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-VjaxGJf7P9ZTKYW76ljXkXI0drFvOnlLy?VgfczlWLT Scale = 1:53.8 1 2 3 4 5 6 7 8 13 12 11 10 9 6x6 6x6 4x6 2x4 3x6 3x8 3x4 4x12 4x6 4x6 6x8 3-4-53-4-5 11-11-138-7-8 21-0-09-0-3 -1-3-4 1-3-4 3-4-5 3-4-5 7-8-1 4-3-12 11-11-13 4-3-12 14-9-12 2-9-15 21-0-0 6-2-4 22-3-4 1-3-4 1-6-05-3-18-8-101-6-05-3-114.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [7:Edge,0-1-5], [9:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.75 0.63 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.02 (loc) 9-10 9-10 9 l/defl >999 >726 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-10,7-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-7 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)13=913/0-3-8, 9=913/0-3-8 Max Uplift 13=-104(LC 4), 9=-97(LC 4) Max Grav 13=913(LC 1), 9=924(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-801/94, 3-4=-505/96, 4-5=-925/114, 5-6=-1419/234, 6-7=-848/117, 2-13=-916/102, 7-9=-846/142 BOT CHORD 10-12=0/797 WEBS 3-12=-6/368, 4-12=-518/78, 5-10=-1216/216, 6-10=-171/1362, 2-12=0/504, 7-10=0/285 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 9 except (jt=lb) 13=104. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss E4 Truss Type SPECIAL Qty 1 Ply 1 18-5222 Job Reference (optional) I36141612 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-zw8JUeglAThKyi5JgSEmHlqBbFcM7CTUBfEDB2zlWLS Scale = 1:53.4 1 2 3 4 5 6 7 8 13 12 11 10 9 6x6 6x6 4x6 2x4 3x6 3x8 3x4 4x12 4x6 3x4 6x8 4-9-74-9-7 13-4-158-7-8 21-0-07-7-1 -1-3-4 1-3-4 4-9-7 4-9-7 9-1-3 4-3-12 13-4-15 4-3-12 14-9-12 1-4-13 21-0-0 6-2-4 22-3-4 1-3-4 1-6-06-11-18-8-101-6-06-11-114.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-15,0-3-0], [6:Edge,0-1-14], [7:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.74 0.56 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.34 0.01 (loc) 10-12 10-12 9 l/defl >999 >729 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 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* 4-12,4-10,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-6 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)13=913/0-3-8, 9=913/0-3-8 Max Uplift 13=-102(LC 4), 9=-99(LC 4) Max Grav 13=913(LC 1), 9=918(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/107, 3-4=-526/123, 4-5=-669/125, 5-6=-965/188, 6-7=-851/116, 2-13=-890/115, 7-9=-856/133 BOT CHORD 10-12=0/632 WEBS 3-12=0/350, 4-12=-318/58, 5-10=-809/160, 6-10=-132/1000, 2-12=0/429, 7-10=0/314 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 9 except (jt=lb) 13=102. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss E5 Truss Type HIP Qty 1 Ply 1 18-5222 Job Reference (optional) I36141613 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-zw8JUeglAThKyi5JgSEmHlqJoFe97IfUBfEDB2zlWLS Scale = 1:50.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 4x6 3x6 3x8 4x6 3x4 3x8 4x6 2x8 3x4 3x4 2x8 6-2-96-2-9 14-9-78-6-14 21-0-06-2-9 -1-3-4 1-3-4 3-0-13 3-0-13 6-2-9 3-1-12 10-6-0 4-3-7 14-9-7 4-3-7 17-11-3 3-1-12 21-0-0 3-0-13 22-3-4 1-3-4 1-6-08-7-18-9-01-6-08-7-114.00 12 Plate Offsets (X,Y)-- [4:0-3-4,0-1-15], [6:0-3-4,0-1-15] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- 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 0.44 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.02 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-13,5-13,5-11,6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 5-11 REACTIONS.(lb/size)14=913/0-3-8, 10=913/0-3-8 Max Uplift 14=-100(LC 4), 10=-100(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-805/158, 4-5=-524/144, 5-6=-524/144, 6-7=-805/158 BOT CHORD 13-14=0/434, 11-13=0/514, 10-11=0/434 WEBS 4-13=-48/350, 6-11=-48/350, 3-14=-753/0, 7-10=-753/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 14=100, 10=100. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss E6 Truss Type HIP Qty 1 Ply 1 18-5222 Job Reference (optional) I36141614 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-R6ihh_hNxmpBZsgVEAl?pyNRZf_osj6dPJ_njVzlWLR Scale = 1:53.0 1 2 3 4 5 6 7 8 13 12 11 10 9 4x6 4x6 3x6 3x4 5x6 3x4 5x6 2x8 3x6 3x6 2x8 7-7-117-7-11 13-4-55-8-9 21-0-07-7-11 -1-3-4 1-3-4 3-8-11 3-8-11 7-7-11 3-11-1 13-4-5 5-8-9 17-3-5 3-11-1 21-0-0 3-8-11 22-3-4 1-3-4 1-6-010-3-110-5-01-6-010-3-114.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-3-0], [4:0-3-4,0-1-15], [5:0-3-4,0-1-15], [6:0-2-4,0-3-0] 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 0.40 0.41 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.02 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-12,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=913/0-3-8, 9=913/0-3-8 Max Uplift 13=-96(LC 4), 9=-96(LC 4) Max Grav 13=927(LC 8), 9=927(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-795/178, 4-5=-512/167, 5-6=-795/178, 2-13=-295/173, 7-9=-295/173 BOT CHORD 12-13=0/445, 10-12=0/407, 9-10=0/445 WEBS 4-12=-38/260, 5-10=-38/260, 3-13=-683/0, 6-9=-683/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss EGR Truss Type SPECIAL Qty 1 Ply 1 18-5222 Job Reference (optional) I36141615 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-vIG3vKh0i4x2B0FhntHEMAvXQ3Ikb6anezjKFxzlWLQ Scale = 1:52.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118192021 3x6 6x6 4x6 4x6 4x6 3x8 2x4 3x4 3x8 3x8 3x8 2x4 2x8 4x6 3x8 4-7-124-7-12 9-1-84-5-12 11-0-01-10-8 14-9-123-9-12 21-0-06-2-4 -1-3-4 1-3-4 0-6-0 0-6-0 4-7-12 4-1-12 9-1-8 4-5-12 11-0-0 1-10-8 14-9-12 3-9-12 18-5-14 3-8-2 21-0-0 2-6-2 22-3-4 1-3-4 1-6-01-11-18-8-101-6-01-11-114.00 12 Plate Offsets (X,Y)-- [3:0-4-2,0-1-8], [7:Edge,0-1-14], [11:Edge,0-2-0], [13:0-3-8,0-1-8] 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 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.56 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.29 0.03 (loc) 14 14 11 l/defl >999 >845 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-12: 2x4 SPF No.2, 2-17,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=860/0-3-8, 11=897/0-3-8 Max Horz 17=2(LC 5) Max Uplift 17=-140(LC 4), 11=-105(LC 4) Max Grav 17=860(LC 1), 11=905(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2361/249, 5-6=-1701/187, 6-7=-771/153, 7-8=-738/152, 8-9=-829/108, 9-11=-783/136 BOT CHORD 16-17=-107/1733, 14-16=-107/1733, 13-14=-135/2385, 12-13=0/1078, 11-12=0/425 WEBS 4-17=-1766/203, 4-14=-26/718, 5-14=-302/41, 5-13=-1732/205, 6-13=-111/1249, 6-12=-999/194, 7-12=-147/782 NOTES- 1) Wind: ASCE 7-10; 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 22-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 17=140, 11=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 25 lb up at 0-6-12, 27 lb up at 2-6-12, 27 lb up at 4-6-12, and 27 lb up at 6-6-12, and 27 lb up at 8-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 11-17=-20 Continued on page 2 February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss EGR Truss Type SPECIAL Qty 1 Ply 1 18-5222 Job Reference (optional) I36141615 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:55 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-vIG3vKh0i4x2B0FhntHEMAvXQ3Ikb6anezjKFxzlWLQ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=14(B) 18=11(B) 19=14(B) 20=14(B) 21=14(B) 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss F Truss Type COMMON Qty 1 Ply 1 18-5222 Job Reference (optional) I36141616 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-vIG3vKh0i4x2B0FhntHEMAvfl3GobFwnezjKFxzlWLQ Scale = 1:36.4 1 2 3 4 5 6 7 8 9 10 4x6 3x8 5x9 2x4 2x4 3x8 9-0-09-0-0 18-0-09-0-0 -0-11-4 0-11-4 4-8-7 4-8-7 9-0-0 4-3-9 13-3-9 4-3-9 18-0-0 4-8-7 18-11-4 0-11-4 0-6-65-9-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-0-9,0-1-0], [2:0-1-3,0-6-0], [2:0-3-8,Edge], [6:0-3-8,Edge], [6:0-1-3,0-6-0], [6:0-0-9,0-1-0], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 0.69 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.03 (loc) 6-8 6-8 6 l/defl >999 >639 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=772/0-5-8, 6=772/0-5-8 Max Uplift 2=-77(LC 6), 6=-77(LC 6) Max Grav 2=811(LC 12), 6=811(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1090/100, 3-4=-855/80, 4-5=-855/80, 5-6=-1090/100 BOT CHORD 2-8=-14/863, 6-8=-14/863 WEBS 4-8=-0/535, 5-8=-299/110, 3-8=-299/110 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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, 6. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss FG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141617 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-NVqR6gieTO3vp9quLboTvNSstSmBKlVwtdTtoNzlWLP Scale = 1:37.6 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 4x6 3x4 3x8 5x6 3x4 3x8 18-0-018-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-6-65-9-60-6-67.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-15], [2:0-2-5,Edge], [14:0-2-5,Edge], [14:0-0-0,0-0-15], [21:0-3-0,0-3-0] 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 0.10 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 87 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss FGR Truss Type Common Girder Qty 1 Ply 2 18-5222 Job Reference (optional) I36141618 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-rhOpK0jGEhBmQJP4vIJiRa?tms053?546HCRKqzlWLO Scale = 1:36.0 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 4x12 4x6 4x12 10x10 3x10 4x12 3x10 8x8 3-11-133-11-13 9-0-05-0-3 14-0-35-0-3 18-0-03-11-13 3-11-13 3-11-13 9-0-0 5-0-3 14-0-3 5-0-3 18-0-0 3-11-13 0-6-65-9-60-6-67.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-2-0], [5:0-1-5,0-2-0], [7:0-5-0,0-6-4], [8:0-4-0,0-6-0] 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 0.73 0.44 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.06 (loc) 7-8 7-8 5 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 Weight: 203 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7157/0-5-8, 5=7526/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10690/0, 2-3=-7383/0, 3-4=-7383/0, 4-5=-10543/0 BOT CHORD 1-8=0/8991, 7-8=0/9010, 6-7=0/8866, 5-6=0/8866 WEBS 3-7=0/7055, 4-7=-2835/0, 4-6=0/2892, 2-7=-2995/0, 2-8=0/3041 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 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=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1475 lb down at 1-3-4, 1475 lb down at 3-3-4, 1475 lb down at 5-3-4, 1475 lb down at 7-3-4, 1475 lb down at 9-3-4, 1475 lb down at 11-3-4, 1475 lb down at 13-3-4, and 1475 lb down at 15-3-4, and 1480 lb down at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1475(B) 11=-1475(B) 12=-1475(B) 13=-1475(B) 14=-1475(B) 15=-1475(B) 16=-1475(B) 17=-1475(B) 18=-1480(B) February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss G Truss Type SCISSOR Qty 4 Ply 1 18-5222 Job Reference (optional) I36141619 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-rhOpK0jGEhBmQJP4vIJiRa?ubs3C3Aq46HCRKqzlWLO Scale = 1:45.0 1 2 3 4 7 6 5 4x6 6x8 2x8 2x8 6x8 6x8 6-0-06-0-0 12-0-06-0-0 -1-3-4 1-3-4 6-0-0 6-0-0 12-0-0 6-0-0 1-6-08-6-01-6-03-3-1514.00 12 7.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:Edge,0-1-14], [4:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.24 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.04 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=558/0-3-8, 5=463/0-3-8 Max Horz 7=75(LC 4) Max Uplift 7=-96(LC 4), 5=-50(LC 4) Max Grav 7=575(LC 8), 5=518(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/6, 3-4=-609/0, 2-7=-611/193, 4-5=-535/110 WEBS 3-6=0/439, 2-6=-57/292 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss GG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141620 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-KtyCXMku??Jd2T_GT0qx_oXA2GQ0ocYDKxy_sGzlWLN Scale = 1:38.9Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x8 4x6 2x8 5x6 6-0-06-0-0 12-0-06-0-0 -1-3-4 1-3-4 6-0-0 6-0-0 12-0-0 6-0-0 13-3-4 1-3-4 1-6-08-6-01-6-03-3-1514.00 12 7.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.08 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 75 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except 24=-128(LC 4), 14=-128(LC 4), 19=-226(LC 5) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except 24=257(LC 6), 14=257(LC 6), 19=563(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-250/159, 5-6=-154/280, 6-7=-202/332, 7-8=-202/332, 8-9=-154/280, 12-14=-250/160 WEBS 7-19=-450/221 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except (jt=lb) 24=128, 14=128, 19=226. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss HG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141621 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-KtyCXMku??Jd2T_GT0qx_oXA2GQxod_DKxy_sGzlWLN Scale = 1:42.8Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x8 4x6 2x8 12-11-812-11-8 -1-3-4 1-3-4 6-5-12 6-5-12 12-11-8 6-5-12 14-2-12 1-3-4 1-10-39-4-141-10-314.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.08 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 101 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 7-19,6-20,8-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 12-11-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except 24=-112(LC 4), 14=-112(LC 4), 19=-219(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=503(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-185/330, 6-7=-221/365, 7-8=-221/365, 8-9=-185/330 WEBS 7-19=-487/245 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 22, 23, 18, 17, 16, 15 except (jt=lb) 24=112, 14=112, 19=219. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss HGR Truss Type Common Girder Qty 1 Ply 2 18-5222 Job Reference (optional) I36141622 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:09:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-o4ValilWmJRUgdZT0jLAW?4H1giXX_XNZbhXOizlWLM Scale = 1:52.4 1 2 3 4 5 8 7 691011121314 4x6 5x6 5x6 10x10 4x12 4x12 0-4-80-4-8 6-5-126-1-4 12-11-86-5-12 -1-3-4 1-3-4 0-7-11 0-7-11 6-5-12 5-10-2 12-3-12 5-10-0 12-11-8 0-7-12 14-2-12 1-3-4 1-10-39-4-141-10-314.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-6-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.49 0.38 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2, 2-8,4-6: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=5342/0-3-8, 6=4534/0-3-8 Max Uplift 6=-131(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3317/2, 3-4=-3317/2, 2-8=-3050/26, 4-6=-3060/26 BOT CHORD 7-8=-9/823, 6-7=-11/788 WEBS 3-7=0/4471, 4-7=-76/1373, 2-7=-77/1335 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=131. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1475 lb down at 1-0-4, 1475 lb down at 3-0-4, 1475 lb down at 5-0-4, 1475 lb down at 7-0-4, 1475 lb down at 9-0-4, and 1475 lb down at 11-0-4, and 365 lb up at 12-7-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 6=151(B) 9=-1475(B) 10=-1475(B) 11=-1475(B) 12=-1475(B) 13=-1475(B) 14=-1475(B)February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss J Truss Type COMMON Qty 1 Ply 1 18-5222 Job Reference (optional) I36141623 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-GG3yy2l8XcZLHn7faRsP3DdSP43cGYoWoFR5x8zlWLL Scale = 1:44.1 1 2 3 4 5 8 7 6 4x6 2x8 2x8 3x8 4x12 4x12 0-4-80-4-8 6-2-45-9-12 12-4-86-2-4 -1-3-4 1-3-4 6-2-4 6-2-4 12-4-8 6-2-4 13-7-12 1-3-4 1-6-08-8-101-6-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.26 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.06 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2, 2-8,4-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=567/0-3-8, 6=567/0-3-8 Max Uplift 8=-98(LC 4), 6=-98(LC 4) Max Grav 8=582(LC 8), 6=582(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/114, 3-4=-478/114, 2-8=-529/129, 4-6=-529/129 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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, 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss JG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141624 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-GG3yy2l8XcZLHn7faRsP3DdWY46CGXFWoFR5x8zlWLL Scale = 1:39.9Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x8 4x6 2x8 12-4-812-4-8 -1-3-4 1-3-4 6-2-4 6-2-4 12-4-8 6-2-4 13-7-12 1-3-4 1-6-08-8-101-6-014.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.09 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 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 OTHERS 2x4 SPF Stud/No.3 *Except* 7-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 12-4-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=-181(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=428(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-156/269, 6-7=-194/312, 7-8=-194/312, 8-9=-156/269 WEBS 7-19=-413/208 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except (jt=lb) 19=181. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss K Truss Type MONO TRUSS Qty 5 Ply 1 18-5222 Job Reference (optional) I36141625 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-kSdK9OmmIwhBvxir88NebQ9hwTTZ?0bf0vAeTbzlWLK Scale = 1:13.5 1 2 3 5 4 2x4 2x4 2x4 2x4 1-2-81-2-8 -1-3-4 1-3-4 1-2-8 1-2-8 1-0-152-1-010.00 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 0.20 0.02 0.00 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: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=-29/Mechanical, 5=187/0-3-8 Max Horz 5=77(LC 5) Max Uplift 4=-91(LC 6), 5=-101(LC 4) Max Grav 4=41(LC 4), 5=269(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=101. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss KGR Truss Type MONO TRUSS Qty 1 Ply 1 18-5222 Job Reference (optional) I36141626 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-kSdK9OmmIwhBvxir88NebQ9c9TTY?0bf0vAeTbzlWLK Scale = 1:13.2 1 2 3 5 4 2x4 2x4 2x4 2x8 0-10-130-10-13 -2-0-10 2-0-10 0-10-13 0-10-13 1-4-152-0-48.14 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 0.57 0.02 0.00 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: 8 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 0-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=-213/Mechanical, 5=394/0-3-8 Max Horz 5=97(LC 5) Max Uplift 4=-384(LC 6), 5=-244(LC 4) Max Grav 4=159(LC 4), 5=628(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-160/328, 2-5=-560/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 15.9 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=384, 5=244. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss L Truss Type MONO W/LEDGER POCKET Qty 4 Ply 1 18-5222 Job Reference (optional) I36141627 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-CfBiNjnP3Ep2X4H2irvt8eiqbtmdkTrpFZwC?1zlWLJ Scale = 1:17.6 1 2 3 4 5 2x4 2x4 2x4 4-11-84-11-8 -0-11-4 0-11-4 4-11-8 4-11-8 0-5-132-11-96.00 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 0.34 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 2-4 2-4 4 l/defl >999 >788 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 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=259/0-3-8, 4=179/0-3-8 Max Horz 2=53(LC 6) Max Uplift 2=-90(LC 6), 4=-55(LC 6) Max Grav 2=262(LC 9), 4=193(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=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 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, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss L1 Truss Type MONO Qty 1 Ply 1 18-5222 Job Reference (optional) I36141628 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-CfBiNjnP3Ep2X4H2irvt8eir3tmdkTrpFZwC?1zlWLJ Scale = 1:21.9 1 2 3 4 5 6 2x4 2x4 2x4 4-10-04-10-0 4-11-80-1-8 -0-11-4 0-11-4 4-11-8 4-11-8 6-6-0 1-6-8 6-7-8 0-1-8 0-5-133-9-92-8-10-3-83-9-96.00 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 0.31 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.07 0.00 (loc) 2-5 2-5 5 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=238/0-3-8, 5=309/0-1-8 Max Horz 2=101(LC 6) Max Uplift 2=-44(LC 6), 5=-175(LC 6) Max Grav 2=239(LC 12), 5=349(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-302/203 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=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=175. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss LG Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141629 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-CfBiNjnP3Ep2X4H2irvt8eitatoXkTrpFZwC?1zlWLJ Scale = 1:13.4 Sheet Front Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 2x4 2x4 2x4 -0-11-4 0-11-4 3-3-0 3-3-0 0-5-132-1-56.00 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 0.15 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=116/3-3-0, 2=189/3-3-0 Max Horz 2=41(LC 6) Max Uplift 4=-34(LC 6), 2=-72(LC 6) Max Grav 4=119(LC 9), 2=189(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss PBA Truss Type SPECIAL Qty 7 Ply 1 18-5222 Job Reference (optional) I36141630 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-grl5a3o1pXxv8EsEFZQ6hrF3RH9vTwtyUDflXTzlWLI Scale: 3/4"=1' 12 3 4 5 6 4x6 2x4 2x4 2x4 0-0-30-0-3 4-8-64-8-2 4-8-90-0-3 2-4-5 2-4-5 4-8-9 2-4-4 0-5-102-9-00-1-100-5-100-1-1014.00 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 0.07 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=114/3-8-2, 4=114/3-8-2, 6=104/3-8-2 Max Uplift 2=-47(LC 4), 4=-47(LC 4) Max Grav 2=123(LC 8), 4=123(LC 8), 6=111(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=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss PBB Truss Type SPECIAL Qty 1 Ply 1 18-5222 Job Reference (optional) I36141631 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-grl5a3o1pXxv8EsEFZQ6hrF45H98TwzyUDflXTzlWLI Scale = 1:12.5 Sheet FrontFull Sheathing 1 Ply 7/16" 4x8 OSB 12 3 4 5 6 4x6 2x4 2x4 2x4 0-0-30-0-3 3-6-63-6-3 3-6-100-0-3 1-9-5 1-9-5 3-6-10 1-9-5 0-5-102-0-140-1-100-5-100-1-1014.00 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 0.03 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=85/2-6-3, 4=85/2-6-3, 6=70/2-6-3 Max Uplift 2=-36(LC 4), 4=-36(LC 4) Max Grav 2=87(LC 8), 4=87(LC 8), 6=76(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=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss PBC Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141632 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-81JToPofar3mmORQpGxLD3nFlhV3CNy6jtPI4wzlWLH Scale = 1:9.4 2 3 4 5 6 8 1 7 3x6 3x6 2x4 2x4 2x8 0-0-30-0-3 4-8-64-8-2 4-8-90-0-3 0-11-2 0-11-2 3-9-7 2-10-5 4-8-9 0-11-2 0-11-11-1-00-1-60-1-100-9-714.00 12 Plate Offsets (X,Y)-- [3:0-4-2,0-1-8], [5:0-4-2,0-1-8] 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 0.04 0.03 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 4-8-9. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 8. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V1 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141633 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-81JToPofar3mmORQpGxLD3nCohU4CIN6jtPI4wzlWLH Scale = 1:66.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 4x6 3x6 3x4 3x6 3x4 20-4-1420-4-14 10-2-7 10-2-7 20-4-14 10-2-7 11-10-1414.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.23 0.10 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 20-4-14. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 1=-106(LC 5), 14=-189(LC 4), 15=-143(LC 4), 11=-189(LC 4), 10=-143(LC 4), 9=-106(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 12, 9 except 14=482(LC 7), 15=373(LC 7), 11=482(LC 7), 10=373(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-400/239, 2-15=-305/184, 6-11=-400/239, 8-10=-305/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 1, 189 lb uplift at joint 14, 143 lb uplift at joint 15, 189 lb uplift at joint 11, 143 lb uplift at joint 10 and 106 lb uplift at joint 9. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V2 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141634 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-1oY_dns9e4aCF?lB26?HOvyriIq_87LhdUNWDhzlWLD Scale = 1:61.4 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 18-4-1418-4-14 9-2-7 9-2-7 18-4-14 9-2-7 10-8-1414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.36 0.16 0.32 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: 76 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 18-4-14. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 7 except 9=-246(LC 4), 6=-246(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=609(LC 7), 6=609(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-482/292, 4-6=-482/292 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 7 except (jt=lb) 9=246, 6=246. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V3 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141635 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-V?6Mr7soPNi3s9JOcqXWw6V25iB1tbjrs873l7zlWLC Scale = 1:56.6 1 2 3 4 5 9 8 7 63x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 16-4-1416-4-14 8-2-7 8-2-7 16-4-14 8-2-7 9-6-1414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [7:0-1-12,0-0-0], [8:0-3-0,0-1-4], [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 0.26 0.11 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 16-4-14. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-222(LC 4), 6=-222(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 9=526(LC 7), 6=526(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-423/264, 4-6=-423/264 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 9 and 222 lb uplift at joint 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V4 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141636 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-V?6Mr7soPNi3s9JOcqXWw6V2uiBGtbKrs873l7zlWLC Scale = 1:53.7 1 2 3 4 5 8 7 63x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 14-4-1414-4-14 7-2-7 7-2-7 14-4-14 7-2-7 8-4-1414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [7:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.10 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-14. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 8=-203(LC 4), 6=-203(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=459(LC 7), 6=459(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-377/243, 4-6=-377/243 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 8 and 203 lb uplift at joint 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V5 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141637 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-zBgk2StQAhqwUJuaAX2lTK1Es6XOc3?_5osdHZzlWLB Scale = 1:45.4 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-4-1412-4-14 6-2-7 6-2-7 12-4-14 6-2-7 7-2-1414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-14. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-195(LC 4), 6=-195(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=418(LC 7), 6=418(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-354/237, 4-6=-354/237 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=195, 6=195. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V6 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141638 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-zBgk2StQAhqwUJuaAX2lTK1B76Voc3y_5osdHZzlWLB Scale = 1:39.4 1 2 3 42x8 4x6 2x8 2x4 10-4-1410-4-14 5-2-7 5-2-7 10-4-14 5-2-7 6-0-1414.00 12 Plate Offsets (X,Y)-- [1:0-4-4,0-1-0], [3:0-4-4,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.21 0.12 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: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=232/10-4-14, 3=232/10-4-14, 4=317/10-4-14 Max Uplift 1=-46(LC 4), 3=-46(LC 4) Max Grav 1=264(LC 7), 3=264(LC 7), 4=349(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=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V7 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141639 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-zBgk2StQAhqwUJuaAX2lTK1BE6W_c4u_5osdHZzlWLB Scale = 1:33.3 1 2 3 42x4 4x6 2x4 2x4 8-4-148-4-14 4-2-7 4-2-7 8-4-14 4-2-7 4-10-1414.00 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 0.36 0.13 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 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. REACTIONS.(lb/size)1=198/8-4-14, 3=198/8-4-14, 4=227/8-4-14 Max Uplift 1=-58(LC 4), 3=-58(LC 4) Max Grav 1=233(LC 7), 3=233(LC 7), 4=237(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=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V8 Truss Type VALLEY Qty 1 Ply 1 18-5222 Job Reference (optional) I36141640 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-RNE6Gou2x?yn6TTmjEZ_?XaPZVtXLXk8KScAq0zlWLA Scale = 1:16.5 1 2 3 4 6 5 2x4 4x6 4x6 2x4 2x4 2x4 6-4-146-4-14 2-2-2 2-2-2 4-2-12 2-0-10 6-4-14 2-2-2 2-4-122-6-82-4-1214.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-2-0], [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-P 0.13 0.05 0.02 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: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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. REACTIONS.All bearings 6-4-14. (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, 5, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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) 1, 4, 5, 6. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V9 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141641 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-RNE6Gou2x?yn6TTmjEZ_?XaKbVovLW98KScAq0zlWLA Scale = 1:22.5 1 2 3 4 5 6 3x4 7x10 MT18HS 3x4 2x4 13-10-413-10-4 6-11-2 6-11-2 13-10-4 6-11-2 4-0-87.00 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-S 0.51 0.34 0.12 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 MT18HS Weight: 37 lb FT = 0% GRIP 197/144 197/144 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. REACTIONS.(lb/size)1=244/13-10-4, 3=244/13-10-4, 4=534/13-10-4 Max Uplift 1=-33(LC 6), 3=-33(LC 6), 4=-3(LC 6) Max Grav 1=274(LC 11), 3=274(LC 11), 4=578(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-381/79 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V10 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141642 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-cDtr?lpHL9BdOY0cN_SamGKNe5oJxqeFxX8scMzlWLG Scale = 1:20.0 1 2 3 4 5 6 2x4 4x6 2x4 2x4 9-10-49-10-4 4-11-2 4-11-2 9-10-4 4-11-2 2-10-87.00 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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.16 0.06 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: 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. REACTIONS.(lb/size)1=168/9-10-4, 3=168/9-10-4, 4=367/9-10-4 Max Uplift 1=-26(LC 6), 3=-26(LC 6), 4=-8(LC 6) Max Grav 1=190(LC 11), 3=190(LC 11), 4=399(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-264/59 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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 26 lb uplift at joint 1, 26 lb uplift at joint 3 and 8 lb uplift at joint 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V11 Truss Type Valley Qty 1 Ply 1 18-5222 Job Reference (optional) I36141643 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-cDtr?lpHL9BdOY0cN_SamGKOY5pUxq8FxX8scMzlWLG Scale = 1:13.3 1 2 3 4 2x4 4x6 2x4 2x4 5-10-45-10-4 2-11-2 2-11-2 5-10-4 2-11-2 1-8-87.00 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-P 0.16 0.09 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: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=99/5-10-4, 3=99/5-10-4, 4=184/5-10-4 Max Uplift 1=-22(LC 6), 3=-22(LC 6) Max Grav 1=115(LC 11), 3=115(LC 11), 4=198(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=1.10 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 22 lb uplift at joint 1 and 22 lb uplift at joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V12 Truss Type GABLE Qty 1 Ply 1 18-5222 Job Reference (optional) I36141644 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-5QRDD5qv6SKU?ibpxhzpIUtZEU9ygFXOAAuP8ozlWLF Scale = 1:62.8 Sheet Front Full Sheathing1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 37 40 38 41 3943 45 44 42 46 3x6 3x6 3x8 5x6 3x8 5x6 5x6 1-6-0 1-6-0 21-4-021-4-0 -1-3-4 1-3-4 8-10-11 8-10-11 12-5-5 3-6-10 21-4-0 8-10-11 22-7-4 1-3-4 0-7-811-0-00-7-811-0-014.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-9], [2:0-1-6,0-3-3], [2:0-3-8,Edge], [5:0-3-0,0-3-0], [9:0-2-11,Edge], [13:0-2-11,Edge], [17:0-3-0,0-3-0], [20:0-3-8,Edge], [20:0-1-6,0-3-3], [20:0-0-11,0-0-9], [31:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.07 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 21 20 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 369 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 10-30,8-31,7-32,12-28,14-27,15-26: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3, Right: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 9-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-31, 14-27 JOINTS 1 Brace at Jt(s): 37, 38, 39, 40, 41REACTIONS.All bearings 21-4-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 30, 32, 33, 34, 35, 36, 28, 26, 25, 24, 23, 22 except 2=-132(LC 5), 20=-132(LC 5) Max Grav All reactions 250 lb or less at joint(s) 2, 30, 31, 32, 33, 20, 34, 35, 36, 28, 27, 26, 25, 24, 23, 22, 29 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=1.10 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 32, 33, 34, 35, 36, 28, 26, 25, 24, 23, 22 except (jt=lb) 2=132, 20=132. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V13 Truss Type VALLEY Qty 1 Ply 1 18-5222 Job Reference (optional) I36141645 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-Zc_bQRrXtmSLdsA?UPU2rhPgcuU4PkXYPqdzhEzlWLE Scale = 1:26.0 1 2 3 42x4 4x6 2x4 2x4 6-9-36-9-3 3-4-10 3-4-10 6-9-3 3-4-10 3-11-614.00 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 0.38 0.14 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: 22 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. REACTIONS.(lb/size)1=152/6-9-3, 3=152/6-9-3, 4=186/6-9-3 Max Uplift 1=-49(LC 4), 3=-49(LC 4) Max Grav 1=181(LC 7), 3=181(LC 7), 4=194(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=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V14 Truss Type VALLEY Qty 1 Ply 1 18-5222 Job Reference (optional) I36141646 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-Zc_bQRrXtmSLdsA?UPU2rhPj0uVHPkoYPqdzhEzlWLE Scale = 1:16.7 1 2 3 4 2x4 4x6 2x4 2x4 4-9-34-9-3 2-4-10 2-4-10 4-9-3 2-4-10 2-9-614.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=103/4-9-3, 3=103/4-9-3, 4=125/4-9-3 Max Uplift 1=-36(LC 4), 3=-36(LC 4) Max Grav 1=123(LC 7), 3=123(LC 7), 4=131(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=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 16023 Swingley Ridge RdChesterfield, 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 SOUTHILL_C_T_BASE Truss V15 Truss Type Valley Qty 1 Ply 1 18-5222 Job Reference (optional) I36141647 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Feb 13 15:10:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:6wSYySsChxEClNJ8ETXMjTzZ3cH-1oY_dns9e4aCF?lB26?HOvywjIrL8BKhdUNWDhzlWLD Scale = 1:10.9 1 2 3 2x4 3x6 2x4 2-9-32-9-3 1-4-10 1-4-10 2-9-3 1-4-10 1-7-614.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=85/2-9-3, 3=85/2-9-3 Max Uplift 1=-15(LC 4), 3=-15(LC 4) Max Grav 1=97(LC 7), 3=97(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=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. February 13,2019 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths