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HomeMy WebLinkAboutSOUTHILL A 8_12 SEALED TRUSS ENGINEERING 19-100316023 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. March 13,2019 Liu, Xuegang Pages or sheets covered by this seal: I36378599 thru I36378634 My license renewal date for the state of Indiana is July 31, 2020. SOUTHILL_A_8-12_S 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: 19-1003 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss A Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 19-1003 Job Reference (optional) I36378599 8.220 s Jan 5 2019 MiTek Industries, Inc. Tue Mar 12 16:01:45 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-vEhTjbnmU9S5xFd4BIDEY_Q8GUxRmzZNSnre34zbdf4 Scale = 1:77.3 Sheet Back Right Option 7-2-7 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 8x8 5x9 5x6 4x9 2x8 2x8 4x9 3x6 3x4 5x9 4x9 4x6 3x6 2x8 5x6 2x8 2x8 5x6 1-9-8 1-9-8 8-5-8 6-8-0 15-1-8 6-8-0 17-2-7 2-0-15 23-7-5 6-4-14 27-10-4 4-2-15 28-9-9 0-11-5 29-7-14 0-10-6 36-0-0 6-4-2 1-9-8 1-9-8 8-5-8 6-8-0 14-0-0 5-6-8 15-1-8 1-1-8 17-2-7 2-0-15 23-7-5 6-4-14 29-7-14 6-0-10 36-0-0 6-4-2 0-6-612-0-03-8-141-0-012-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-2,0-0-0], [3:0-2-4,Edge], [5:0-6-8,0-1-12], [6:0-3-12,0-2-0], [7:0-3-0,0-3-0], [9:Edge,0-1-12], [20:0-2-4,0-2-8], [23:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.84 0.55 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.35 0.20 (loc) 2-21 2-21 15 l/defl >999 >935 n/a L/d 240 180 n/a PLATES MT20 Weight: 350 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-24: 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 3-21,18-20,9-10,9-13: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 25-26,30-31,33-34,18-35,36-37,38-39: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,14-15,13-14. WEBS 1 Row at midpt 4-19, 3-20, 5-18, 5-16, 6-16, 8-13 REACTIONS.All bearings 8-3-8 except (jt=length) 1=0-3-8, 15=0-3-8, 15=0-3-8. (lb) - Max Horz 1=16(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 13=-234(LC 4), 10=-604(LC 8), 14=-134(LC 8) Max Grav All reactions 250 lb or less at joint(s) 10, 12, 11, 15, 15 except 1=1075(LC 8), 13=2468(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-614/39, 2-3=-1597/108, 3-4=-1010/161, 4-5=-1011/259, 5-6=-262/167, 6-7=-280/158, 7-8=-375/121, 8-9=-38/830, 9-10=-35/620 BOT CHORD 2-21=-3/1293, 20-21=-0/1298, 17-18=0/491, 16-17=0/491, 15-16=-696/152, 14-15=-696/152, 13-14=-696/152 WEBS 4-20=-344/151, 3-21=0/333, 3-20=-846/126, 18-20=0/524, 5-20=-137/1050, 5-16=-730/50, 8-16=-2/1202, 8-13=-1970/206, 9-13=-795/135 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 13=234, 10=604, 14=134. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss A1 Truss Type Piggyback Base Qty 10 Ply 1 19-1003 Job Reference (optional) I36378600 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-eGDUjJlbPhO3bUJJtPO3LnMwAnk58FoNAb5rAwzbgMe Scale = 1:75.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 5x6 5x9 3x6 5x6 3x6 3x4 2x4 3x4 3x8 3x4 3x6 3x6 3x4 4x6 3x6 8-8-3 8-8-3 17-2-7 8-6-4 23-7-5 6-4-14 29-7-15 6-0-10 36-0-0 6-4-2 5-10-2 5-10-2 11-6-5 5-8-2 17-2-7 5-8-2 23-7-5 6-4-14 29-7-15 6-0-10 36-0-0 6-4-2 0-6-612-0-03-8-1412-0-08.00 12 Plate Offsets (X,Y)-- [1:0-5-8,0-1-5], [1:0-1-0,0-0-11], [5:0-3-12,0-2-0], [6:0-6-12,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.60 0.78 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.41 0.08 (loc) 1-16 1-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,9-10,9-11: 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14 REACTIONS.(lb/size)1=1428/0-3-8, 10=1428/Mechanical Max Horz 1=16(LC 4) Max Uplift 1=-87(LC 4), 10=-91(LC 4) Max Grav 1=1537(LC 7), 10=1528(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2299/177, 2-3=-2145/213, 3-5=-1568/241, 5-6=-1270/236, 6-8=-1445/235, 8-9=-1384/155, 9-10=-1472/123 BOT CHORD 1-16=-90/1799, 14-16=-5/1454, 12-14=0/998, 11-12=0/1002 WEBS 2-16=-312/142, 3-16=-4/480, 3-14=-660/148, 5-14=-21/465, 8-11=-433/88, 9-11=-13/1145 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 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. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss A2 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 19-1003 Job Reference (optional) I36378601 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-6TmswflEA_WwDeuWR6vIu?u5vB4Xti2WPFqPjMzbgMd Scale = 1:74.9 Sheet Front Right Option -0-9-9 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 5x6 5x9 5x6 3x6 3x4 3x4 3x8 3x4 3x6 3x6 3x4 4x6 5x6 3x6 8-8-3 8-8-3 17-2-7 8-6-4 23-7-5 6-4-14 29-7-14 6-0-10 36-0-0 6-4-2 36-9-9 0-9-9 -0-11-4 0-11-4 5-10-2 5-10-2 11-6-5 5-8-2 17-2-7 5-8-2 18-9-9 1-7-2 23-7-5 4-9-12 29-7-14 6-0-10 36-0-0 6-4-2 0-6-612-0-03-8-1412-0-08.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-1-5], [2:0-1-0,0-0-11], [6:0-3-12,0-2-0], [7:0-6-12,0-2-0], [8:0-3-0,0-3-0] 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 0.61 0.77 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.39 0.08 (loc) 2-17 2-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,10-11,10-12: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 22-23: 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15 REACTIONS.(lb/size)2=1494/0-3-8, 11=1427/0-3-8 Max Horz 2=34(LC 4) Max Uplift 2=-122(LC 4), 11=-90(LC 4) Max Grav 2=1576(LC 8), 11=1527(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2295/173, 3-5=-2141/208, 5-6=-1568/240, 6-7=-1269/235, 7-9=-1444/234, 9-10=-1384/154, 10-11=-1472/122 BOT CHORD 2-17=-84/1794, 15-17=-4/1452, 13-15=0/997, 12-13=0/1002 WEBS 3-17=-308/137, 5-17=0/476, 5-15=-659/147, 6-15=-21/464, 9-12=-432/88, 10-12=-12/1145 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=122. 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. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss B Truss Type Common Qty 6 Ply 1 19-1003 Job Reference (optional) I36378602 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-6TmswflEA_WwDeuWR6vIu?u61B4ztjYWPFqPjMzbgMd Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 3x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 9-1-0 9-1-0 18-0-0 8-11-0 26-11-0 8-11-0 36-0-0 9-1-0 -0-11-4 0-11-4 6-1-5 6-1-5 12-0-11 5-11-5 18-0-0 5-11-5 23-11-5 5-11-5 29-10-11 5-11-5 36-0-0 6-1-5 36-11-4 0-11-4 0-6-612-6-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-11], [2:0-5-8,0-1-5], [10:0-1-0,0-0-11], [10:0-5-8,0-1-5] 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 0.53 0.81 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.48 0.11 (loc) 2-16 2-16 10 l/defl >999 >885 n/a L/d 240 180 n/a PLATES MT20 Weight: 161 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-12,3-16: 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 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS.(lb/size)2=1493/0-3-8, 10=1493/0-3-8 Max Uplift 2=-115(LC 4), 10=-115(LC 4) Max Grav 2=1606(LC 8), 10=1606(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2335/164, 3-5=-2174/202, 5-6=-1580/232, 6-7=-1580/232, 7-9=-2174/202, 9-10=-2335/164 BOT CHORD 2-16=-40/1826, 14-16=0/1463, 12-14=0/1463, 10-12=-40/1826 WEBS 6-14=-149/1283, 7-14=-687/156, 7-12=-4/500, 9-12=-330/144, 5-14=-687/156, 5-16=-4/500, 3-16=-330/144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=115, 10=115. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss BG Truss Type Common Supported Gable Qty 1 Ply 1 19-1003 Job Reference (optional) I36378603 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-2rucLKnUicmeSy2uYXymzQ_Yr_w?Lg7psZJVnFzbgMb Scale = 1:75.3 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 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x6 5x6 3x6 3x8 3x6 3x8 3x6 36-0-0 36-0-0 -0-11-4 0-11-4 18-0-0 18-0-0 36-0-0 18-0-0 36-11-4 0-11-4 0-6-612-6-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-0], [2:0-1-5,0-5-8], [2:0-3-8,Edge], [28:0-0-11,0-1-0], [28:0-1-5,0-5-8], [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 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.07 0.13 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: 275 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* 15-42,14-43,13-44,12-45,11-46,10-48,16-41,17-40,18-39,19-38,20-36: 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, 11-46, 16-41, 17-40, 18-39, 19-38 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) 2, 42, 43, 44, 45, 46, 48, 49, 50, 51, 52, 53, 41, 40, 39, 38, 36, 35, 34, 33, 32, 31, 28 except 54=326(LC 8), 30=326(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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 16.0 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) 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) 42, 44, 45, 46, 48, 49, 50, 51, 52, 53, 54, 40, 39, 38, 36, 35, 34, 33, 32, 31, 30. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss C Truss Type Roof Special Qty 6 Ply 1 19-1003 Job Reference (optional) I36378604 8.220 s Jan 5 2019 MiTek Industries, Inc. Tue Mar 12 16:02:33 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-VTaco0MsBvVHhdHI?N4UU6PLHqJb?k5RUFUBkIzbdeK Scale = 1:63.2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 6x8 4x6 3x6 4x9 2x8 2x8 4x9 7x12 2x4 2x4 4x9 2x4 4x6 3x6 1-9-8 1-9-8 7-10-12 6-1-4 15-1-8 7-2-12 21-5-12 6-4-4 28-0-0 6-6-4 1-9-8 1-9-8 7-10-12 6-1-4 14-0-0 6-1-4 15-1-8 1-1-8 21-5-12 6-4-4 28-0-0 6-6-4 28-11-4 0-11-4 36-0-0 7-0-12 0-6-69-10-60-4-30-5-50-1-21-0-08.00 12 Plate Offsets (X,Y)-- [2:0-4-14,0-0-0], [3:0-2-4,0-3-0], [8:0-1-5,0-5-8], [8:0-0-11,0-1-0], [8:0-3-8,Edge], [12:0-6-0,0-2-4], [15:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.89 0.62 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.40 0.23 (loc) 12-13 12-13 9 l/defl >999 >819 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x8 SP No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-16: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 5-11,3-12,4-12: 2x4 SPF No.2 WEDGE Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-12 REACTIONS.(lb/size)1=1087/0-3-8, 8=1373/0-3-8, 9=-183/0-0-12 Max Horz 1=-11(LC 4) Max Uplift 1=-61(LC 4), 8=-133(LC 4), 9=-226(LC 8) Max Grav 1=1191(LC 8), 8=1532(LC 8), 9=63(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-693/64, 2-3=-1875/111, 3-4=-1240/158, 4-5=-1391/226, 5-6=-1280/154, 6-7=-1394/135, 7-8=-1709/105 BOT CHORD 2-13=0/1531, 12-13=0/1537, 8-10=0/1268 WEBS 5-12=-309/120, 3-13=0/341, 3-12=-861/113, 4-12=-162/1226, 10-12=0/1251, 7-12=-359/98 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=133, 9=226. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss C1 Truss Type Common Qty 5 Ply 1 19-1003 Job Reference (optional) I36378605 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-W2S_Ygo6TvvV45c46FT?VdWbdO5C45xz5D33JhzbgMa Scale = 1:60.2 1 2 3 4 5 6 7 8 9 12 11 10 3x6 4x6 3x6 3x8 3x6 3x4 2x4 3x4 2x4 3x8 9-4-11 9-4-11 18-7-5 9-2-11 28-0-0 9-4-11 -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 0-6-69-10-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-1-0], [2:0-1-5,0-5-8], [2:0-3-8,Edge], [8:0-0-11,0-1-0], [8:0-1-5,0-5-8], [8:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.77 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.06 (loc) 2-12 2-12 8 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 Weight: 110 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* 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 3-5-5 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 4), 8=-97(LC 4) Max Grav 2=1255(LC 8), 8=1255(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1711/135, 3-5=-1602/209, 5-7=-1602/209, 7-8=-1711/135 BOT CHORD 2-12=-6/1315, 10-12=0/813, 8-10=-6/1315 WEBS 5-10=-59/691, 7-10=-462/186, 5-12=-59/691, 3-12=-462/186 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss CG Truss Type Common Supported Gable Qty 1 Ply 1 19-1003 Job Reference (optional) I36378606 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-_E0Nm0okDD1MhFBHgy_E2r3uQocTpbw6Jtocs7zbgMZ Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x6 4x6 3x6 3x4 3x8 3x6 3x4 3x8 3x6 28-0-0 28-0-0 -0-11-4 0-11-4 14-0-0 14-0-0 28-0-0 14-0-0 28-11-4 0-11-4 0-6-69-10-60-6-68.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-13], [2:0-2-3,Edge], [22:Edge,0-0-13], [22:0-2-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.07 0.11 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: 182 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* 12-33,11-35,10-36,13-32,14-30: 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 12-33, 11-35, 13-32 REACTIONS.All bearings 28-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 33, 36, 37, 38, 39, 40, 41, 42, 30, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 2, 33, 35, 36, 37, 38, 39, 40, 41, 32, 30, 29, 28, 27, 26, 25, 22 except 42=325(LC 8), 24=325(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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 16.0 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) 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) 33, 36, 37, 38, 39, 40, 41, 42, 30, 29, 28, 27, 26, 25, 24. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss D Truss Type Common Qty 5 Ply 1 19-1003 Job Reference (optional) I36378607 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-SQalzMpM_X9DJPmTDgVTb2c_OCuuYzmGYXY9OazbgMY Scale = 1:75.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 3x6 4x6 3x6 3x4 3x6 4x9 2x4 4x9 2x4 5x6 3x4 5x6 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 -1-3-4 1-3-4 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-3-4 1-3-4 1-4-412-4-41-4-412.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [8:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.38 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.01 (loc) 13-14 13-14 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 No.2 *Except* 7-11,3-13,2-14,8-10: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=953/0-3-8, 10=953/0-3-8 Max Uplift 14=-94(LC 4), 10=-94(LC 4) Max Grav 14=1003(LC 8), 10=1003(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-999/108, 3-5=-1009/260, 5-7=-1009/260, 7-8=-999/108, 2-14=-936/133, 8-10=-936/133 BOT CHORD 11-13=0/391 WEBS 5-11=-135/496, 7-11=-408/214, 5-13=-135/496, 3-13=-408/214, 2-13=0/472, 8-11=0/472 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) 14, 10. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss D1 Truss Type Common Qty 3 Ply 1 19-1003 Job Reference (optional) I36378608 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-wc87Biq_lqH4xZLfnN0i7G898bE6HQnPnBHjw0zbgMX Scale = 1:75.7 1 2 3 4 5 6 7 8 13 12 11 10 9 3x6 4x6 3x6 3x4 3x6 4x9 2x4 4x9 2x4 5x6 3x4 5x6 7-5-3 7-5-3 14-6-13 7-1-11 22-0-0 7-5-3 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-3-4 1-3-4 1-4-412-4-41-4-412.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [7:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.43 0.38 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.01 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,2-12,1-13,7-9: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=866/0-3-8, 9=956/0-3-8 Max Horz 13=-62(LC 4) Max Uplift 13=-49(LC 4), 9=-94(LC 4) Max Grav 13=951(LC 8), 9=1005(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1001/106, 2-4=-1019/263, 4-6=-1012/260, 6-7=-1002/108, 1-13=-884/87, 7-9=-938/133 BOT CHORD 10-12=0/393 WEBS 4-10=-135/496, 6-10=-409/214, 4-12=-139/507, 2-12=-424/225, 1-12=0/482, 7-10=0/475 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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) 13, 9. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss D2G Truss Type QUEENPOST Qty 1 Ply 1 19-1003 Job Reference (optional) I36378609 8.220 s Jan 5 2019 MiTek Industries, Inc. Tue Mar 12 16:03:14 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-oMZ6P1saXVfT6wwBvUJ6flbVvMMI6LQTw7vsgQzbddh Scale = 1:76.6 Sheet Back Right Option 6-7-12 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 28 27 26 24 23 22 21 20 19 33 31 29 30 32 25 3x6 4x6 3x6 3x6 3x6 3x4 3x8 3x8 4x6 3x6 3x4 2x8 3x4 5-11-67-0-0 7-0-0 14-1-14 7-1-14 15-4-4 1-2-6 22-0-0 6-7-12 -1-3-4 1-3-4 3-2-2 3-2-2 7-0-0 3-9-14 10-9-14 3-9-14 11-0-0 0-2-2 22-0-0 11-0-0 23-3-4 1-3-4 1-4-412-4-41-4-412.00 12 Plate Offsets (X,Y)-- [6:0-2-11,Edge], [10:0-2-11,Edge], [28:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.36 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.01 (loc) 27-28 27-28 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 279 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* 4-24,8-29,9-30,4-27,11-32,12-24: 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. JOINTS 1 Brace at Jt(s): 29, 30 REACTIONS.All bearings 8-0-0 except (jt=length) 28=0-3-8, 25=0-3-8. (lb) - Max Horz 28=-6(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 24, 23, 22, 21, 28, 19 except 20=-207(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 22, 21, 20 except 24=454(LC 8), 28=708(LC 8), 19=289(LC 1), 25=364(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-575/114, 4-5=-260/210, 7-8=-249/257, 8-9=-242/251 BOT CHORD 27-28=0/363, 26-27=0/376, 25-26=0/376, 24-25=0/376 WEBS 4-33=-405/30, 31-33=-406/36, 29-31=-458/54, 29-30=-442/0, 30-32=-479/0, 24-32=-490/0, 8-29=-291/227, 4-27=0/306, 3-28=-523/0 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) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 23, 22, 21, 28, 19 except (jt=lb) 20=207. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss DG Truss Type QUEENPOST Qty 1 Ply 1 19-1003 Job Reference (optional) I36378610 8.220 s Jan 5 2019 MiTek Industries, Inc. Tue Mar 12 16:03:37 2019 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-dnSoEu806aZCNTBclqDV4c2Q6dDQ?kEsCC_a_bzbddK Scale = 1:67.1 Sheet Back Right Option 4-11-6 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 10 11 12 13 14 15 16 17 18 7 8 9 27 26 25 23 22 21 20 19 35 30 28 31 29 32 33 34 243x6 3x4 3x8 3x4 5x9 3x6 5x9 3x4 3x4 5-7-147-0-0 7-0-0 14-1-13 7-1-13 17-0-10 2-10-13 22-0-0 4-11-6 -1-3-4 1-3-4 2-3-15 2-3-15 7-0-0 4-8-1 11-0-0 4-0-0 11-8-1 0-8-1 22-0-0 10-3-15 23-3-4 1-3-4 3-0-1011-5-113-0-1011-2-312.00 12 Plate Offsets (X,Y)-- [5:0-2-5,0-0-15], [5:0-3-3,Edge], [6:0-0-11,0-1-10], [10:0-0-11,0-1-10], [11:0-2-5,0-0-15], [11:0-3-3,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.38 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 26-27 26-27 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 296 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* 4-23,4-26,11-32,12-33,13-34: 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.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 28, 32 REACTIONS.All bearings 8-0-0 except (jt=length) 27=0-3-8, 24=0-3-8. (lb) - Max Horz 27=-6(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 22, 21, 19 except 20=-226(LC 4), 27=-118(LC 4) Max Grav All reactions 250 lb or less at joint(s) 22, 21, 20, 24 except 23=531(LC 1), 27=756(LC 8), 19=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-572/194, 4-5=-271/317, 10-11=-174/256, 11-12=-223/316, 12-13=-238/277, 6-7=-186/256, 7-8=-187/258, 8-9=-187/258, 9-10=-186/255 BOT CHORD 25-26=0/426, 24-25=0/426, 23-24=0/426 WEBS 4-35=-396/7, 30-35=-353/0, 28-30=-373/0, 28-31=-455/0, 29-31=-452/0, 29-32=-545/0, 32-33=-561/0, 33-34=-556/0, 23-34=-669/0, 4-26=0/295, 3-27=-642/0 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 21, 19 except (jt=lb) 20=226, 27=118. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss DGR Truss Type COMMON GIRDER Qty 1 Ply 2 19-1003 Job Reference (optional) I36378611 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-LBpGpkst2lfeo04ESVaPlumfnp6OUl8rT9WNXLzbgMU Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 111718192021222324 3x6 4x6 4x6 3x6 6x8 3x6 8x8 10x12 3x6 8x8 5x9 5x9 6x8 6x8 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 -1-3-4 1-3-4 5-7-12 5-7-12 8-5-1 2-9-5 11-0-0 2-6-15 13-6-15 2-6-15 16-4-4 2-9-5 22-0-0 5-7-12 23-3-4 1-3-4 3-0-101-9-611-5-113-0-101-9-611-5-1112.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-12], [6:0-4-4,0-1-12], [12:0-3-8,0-6-4], [13:0-6-0,0-6-4], [15:0-3-8,0-6-4] 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 0.47 0.92 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.02 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 381 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 2-16,9-11: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-6 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)16=7938/0-3-8, 11=8049/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6290/0, 3-5=-4995/45, 6-8=-4995/45, 8-9=-6292/0, 2-16=-6726/0, 9-11=-6721/0, 5-6=-4243/44 BOT CHORD 15-16=0/264, 13-15=0/4352, 12-13=0/4353, 11-12=0/279 WEBS 8-13=-1600/75, 8-12=0/1974, 3-13=-1597/75, 3-15=0/1969, 2-15=0/4592, 9-12=0/4577, 6-13=0/3353, 5-13=0/3353 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 16, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1408 lb down at 2-0-12, 1408 lb down at 4-0-12, 1408 lb down at 6-0-12, 1408 lb down at 8-0-12, 1408 lb down at 10-0-12, 1408 lb down at 12-0-12, 1408 lb down at 14-0-12, 1408 lb down at 16-0-12, and 1408 lb down at 18-0-12, and 1408 lb down at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Continued on page 2 March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss DGR Truss Type COMMON GIRDER Qty 1 Ply 2 19-1003 Job Reference (optional) I36378611 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:47 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-LBpGpkst2lfeo04ESVaPlumfnp6OUl8rT9WNXLzbgMU LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-60, 6-9=-60, 9-10=-60, 11-16=-20, 5-6=-60 Concentrated Loads (lb) Vert: 14=-1408(B) 12=-1408(B) 17=-1408(B) 18=-1408(B) 19=-1408(B) 20=-1408(B) 21=-1408(B) 22=-1408(B) 23=-1408(B) 24=-1408(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss E Truss Type COMMON Qty 6 Ply 1 19-1003 Job Reference (optional) I36378612 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-LBpGpkst2lfeo04ESVaPlumeQpA9UnLrT9WNXLzbgMU Scale = 1:76.1 1 2 3 4 5 6 7 11 10 9 8 2x8 4x6 3x6 3x6 3x8 3x4 4x6 3x6 3x8 2x8 8-11-8 8-11-8 19-11-8 11-0-0 4-7-8 4-7-8 8-11-8 4-4-0 14-3-12 5-4-4 19-11-8 5-7-12 21-2-12 1-3-4 3-4-1212-4-41-4-412.00 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 0.56 0.67 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.69 -0.02 (loc) 8-9 8-9 11 l/defl >858 >342 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 1-11,6-8: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 5-9, 2-11, 5-8 REACTIONS.(lb/size)11=784/0-3-8, 8=875/0-3-8 Max Horz 8=-67(LC 4) Max Uplift 11=-45(LC 4), 8=-89(LC 4) Max Grav 11=861(LC 8), 8=916(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/193, 3-5=-727/181, 5-6=-432/174, 6-8=-463/192 BOT CHORD 9-11=0/358, 8-9=0/469 WEBS 3-9=-166/582, 5-9=-317/196, 2-11=-663/0, 5-8=-501/0 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) 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) 11, 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss F Truss Type Common Qty 1 Ply 1 19-1003 Job Reference (optional) I36378613 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-pONe03tVp3nVPAfR0D5eI6JuzDWBDHz?ipFw3nzbgMT Scale = 1:35.2 1 2 3 4 5 6 7 8 9 10 4x6 3x6 5x9 2x4 2x4 3x6 9-0-0 9-0-0 18-0-0 9-0-0 -0-11-4 0-11-4 4-7-13 4-7-13 9-0-0 4-4-3 13-4-3 4-4-3 18-0-0 4-7-13 18-11-4 0-11-4 0-5-75-8-70-5-77.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-1], [6:0-6-0,0-0-1], [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 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.33 0.03 (loc) 2-8 2-8 6 l/defl >999 >638 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 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=-1112/101, 3-4=-866/78, 4-5=-866/78, 5-6=-1112/101 BOT CHORD 2-8=-14/892, 6-8=-14/892 WEBS 4-8=0/539, 5-8=-315/111, 3-8=-315/111 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss FG Truss Type Common Structural Gable Qty 1 Ply 1 19-1003 Job Reference (optional) I36378614 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-Hax0EPu7aNvM1KEdawctqJs4Qc?tynZ8wT?UbEzbgMS Scale = 1:38.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 4x6 3x4 3x6 3x4 18-0-0 18-0-0 -0-11-4 0-11-4 9-0-0 9-0-0 18-0-0 9-0-0 18-11-4 0-11-4 0-5-75-8-70-5-77.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 82 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 18-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 17, 16, 15, 12 except 23=356(LC 12), 14=355(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-23=-259/84, 11-14=-259/84 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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, 19, 20, 21, 23, 17, 16, 15, 14, 12. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss FGR Truss Type Common Girder Qty 1 Ply 2 19-1003 Job Reference (optional) I36378615 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-lmVORlvlLg1DfUpp8e76NXO690Fsh2jI97k18gzbgMR Scale = 1:36.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 4x6 4x9 7x12 10x10 3x10 4x12 3x10 4x12 4x9 4-9-8 4-9-8 9-0-0 4-2-8 13-2-8 4-2-8 18-0-0 4-9-8 -0-11-4 0-11-4 4-9-8 4-9-8 9-0-0 4-2-8 13-2-8 4-2-8 18-0-0 4-9-8 18-11-4 0-11-4 0-5-75-8-70-5-77.00 12 Plate Offsets (X,Y)-- [9:0-5-0,0-6-4] 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 0.72 0.48 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.26 0.06 (loc) 9-11 9-11 6 l/defl >999 >806 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 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* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=6940/0-5-8, 6=7283/0-5-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10042/0, 3-4=-7036/0, 4-5=-7036/0, 5-6=-9906/0 BOT CHORD 2-11=0/8535, 9-11=0/8535, 8-9=0/8418, 6-8=0/8418 WEBS 4-9=0/6759, 5-9=-2897/0, 5-8=0/2928, 3-9=-3036/0, 3-11=0/3075 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 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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: 1-4=-60, 4-7=-60, 2-6=-20 Concentrated Loads (lb) Vert: 9=-1408 8=-1408 14=-1408 15=-1408 16=-1408 17=-1408 18=-1408 19=-1408 20=-1413 March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss K1G Truss Type Common Supported Gable Qty 1 Ply 1 19-1003 Job Reference (optional) I36378616 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-lmVORlvlLg1DfUpp8e76NXOE30MVh9AI97k18gzbgMR Scale = 1:47.1 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 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 14-0-0 14-0-0 -1-3-4 1-3-4 7-0-0 7-0-0 14-0-0 7-0-0 15-3-4 1-3-4 1-4-48-4-41-4-412.00 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 0.21 0.06 0.35 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: 183 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. REACTIONS.All bearings 14-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 except 19=-150(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=332(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-184/263, 7-8=-184/263 WEBS 7-19=-317/177 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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=150. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss KG Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 19-1003 Job Reference (optional) I36378617 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-Dz3mf5vN6_94GeN?hLeLvkxPpQiuQfxROnUbg6zbgMQ Scale = 1:56.6 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 4x6 14-0-0 14-0-0 -1-3-4 1-3-4 7-0-0 7-0-0 14-0-0 7-0-0 15-3-4 1-3-4 3-0-1010-0-103-0-1012.00 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 0.21 0.05 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 235 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, 6-20, 8-18 REACTIONS.All bearings 14-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 17, 16, 15 except 24=-181(LC 4), 14=-181(LC 4), 19=-191(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=457(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-142/275, 5-6=-195/343, 6-7=-218/360, 7-8=-218/360, 8-9=-195/343, 9-10=-142/275 WEBS 7-19=-441/218 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) 21, 22, 23, 17, 16, 15 except (jt=lb) 24=181, 14=181, 19=191. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss L Truss Type MONO Qty 3 Ply 1 19-1003 Job Reference (optional) I36378618 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-h9d9sRw0tIHxuoyCF3AaSyTTzqzU93HadRD8CYzbgMP Scale: 3/4"=1' 1 2 3 5 4 6 7 8 4x9 2x8 4x6 3x6 7-2-0 7-2-0 7-3-8 0-1-8 -0-11-4 0-11-4 7-2-0 7-2-0 7-3-8 0-1-8 0-3-132-1-111-4-42-1-113.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.70 0.34 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.13 0.01 (loc) 2-5 2-5 7 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=350/0-3-8, 7=261/0-3-8 Max Horz 2=49(LC 6) Max Uplift 2=-107(LC 6), 7=-57(LC 6) Max Grav 2=360(LC 9), 7=288(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/56, 3-6=-533/266 BOT CHORD 2-5=-45/288 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=107. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss L1 Truss Type MONO Qty 7 Ply 1 19-1003 Job Reference (optional) I36378619 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-h9d9sRw0tIHxuoyCF3AaSyTVjq_198AadRD8CYzbgMP Scale = 1:13.3 1 2 3 5 4 6 7 4x12 2x8 2x4 5-10-0 5-10-0 5-11-8 0-1-8 -0-11-4 0-11-4 5-11-8 5-11-8 0-3-131-7-151-4-43.00 12 Plate Offsets (X,Y)-- [3:0-0-7,0-1-12], [3:0-5-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.00 (loc) 2-5 2-5 6 l/defl >999 >523 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=286/0-3-8, 6=218/0-3-8 Max Horz 2=31(LC 6) Max Uplift 2=-102(LC 6), 6=-48(LC 6) Max Grav 2=292(LC 9), 6=235(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=102. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss LG Truss Type GABLE Qty 1 Ply 1 19-1003 Job Reference (optional) I36378620 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-ALAX4nxeebPoWxXOpmhp?90asEFGubQkr5zhk?zbgMO Scale = 1:15.3 Sheet Back Full Sheathing 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 2x8 2x4 2x4 -0-11-4 0-11-4 7-3-8 7-3-8 0-3-132-1-113.00 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 0.94 0.57 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 0.22 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=346/7-3-8, 4=282/7-3-8 Max Horz 2=34(LC 6) Max Uplift 2=-104(LC 6), 4=-66(LC 6) Max Grav 2=356(LC 9), 4=313(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=104. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss PDG Truss Type GABLE Qty 1 Ply 1 19-1003 Job Reference (optional) I36378621 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-ALAX4nxeebPoWxXOpmhp?90nRENZubBkr5zhk?zbgMO Scale = 1:18.7 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-1-14 5-1-14 2-6-15 2-6-15 5-1-14 2-6-15 2-6-150-1-1012.00 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 0.07 0.03 0.02 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: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-1-14. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 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) 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss PDGR Truss Type PIGGYBACK Qty 1 Ply 1 19-1003 Job Reference (optional) I36378622 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-eYkvH7yGPvXf756aMTC2XMZyBdjod2Qt4liFHRzbgMN Scale = 1:18.7 2 3 4 6 1 5 4x6 2x4 2x4 2x4 5-1-14 5-1-14 2-6-15 2-6-15 5-1-14 2-6-15 2-6-150-1-1012.00 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 0.07 0.03 0.02 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: 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 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-1-14. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 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) 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss PG1 Truss Type Piggyback Qty 10 Ply 1 19-1003 Job Reference (optional) I36378623 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-6kIHUTzuADfWlFhnwBjH4a57Y13mMVW1JPSoptzbgMM Scale = 1:15.0 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-4-14 6-4-14 3-2-7 3-2-7 6-4-14 3-2-7 0-4-72-0-00-1-100-4-70-1-108.00 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 0.10 0.05 0.03 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: 16 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)2=136/4-10-10, 4=136/4-10-10, 6=173/4-10-10 Max Uplift 2=-46(LC 4), 4=-46(LC 4) Max Grav 2=140(LC 8), 4=140(LC 8), 6=188(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss PGG Truss Type Piggyback Qty 2 Ply 1 19-1003 Job Reference (optional) I36378624 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-6kIHUTzuADfWlFhnwBjH4a57Y13mMVW1JPSoptzbgMM Scale = 1:15.0 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-4-14 6-4-14 3-2-7 3-2-7 6-4-14 3-2-7 0-4-72-0-00-1-100-4-70-1-108.00 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 0.10 0.05 0.03 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: 16 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)2=136/4-10-10, 4=136/4-10-10, 6=173/4-10-10 Max Uplift 2=-46(LC 4), 4=-46(LC 4) Max Grav 2=140(LC 8), 4=140(LC 8), 6=188(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V1 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378625 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-awsfipzWwWnNNPGzUuEWcneF?RLh5vzAX3BMLKzbgML Scale = 1:56.8 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 18-1-8 18-1-8 9-0-12 9-0-12 18-1-8 9-0-12 9-0-1212.00 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 0.31 0.26 0.20 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: 69 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 18-1-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-177(LC 4), 6=-177(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=556(LC 7), 6=556(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-436/226, 4-6=-438/226 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 177 lb uplift at joint 9 and 177 lb uplift at joint 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V2 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378626 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-27Q1v8_8hqwE_Zr92cll9?BQNrjTqMKJmjxvtmzbgMK Scale = 1:49.4 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 15-5-8 15-5-8 7-8-12 7-8-12 15-5-8 7-8-12 7-8-1212.00 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 0.20 0.16 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-5-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 9=-150(LC 4), 6=-150(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=456(LC 7), 6=456(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-365/193, 4-6=-366/193 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 150 lb uplift at joint 9 and 150 lb uplift at joint 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V3 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378627 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-27Q1v8_8hqwE_Zr92cll9?BRvrkQqNoJmjxvtmzbgMK Scale = 1:40.1 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 12-9-8 12-9-8 6-4-12 6-4-12 12-9-8 6-4-12 6-4-1212.00 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 0.17 0.10 0.10 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: 45 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 12-9-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 8=-136(LC 4), 6=-136(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=390(LC 7), 6=390(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-324/177, 4-6=-324/177 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 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 136 lb uplift at joint 8 and 136 lb uplift at joint 6. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V4 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378628 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-WJ_Q7U?mS824cjQMbJG_iCjaaF3IZqDT?MgSQCzbgMJ Scale: 3/8"=1' 1 2 3 42x8 4x6 2x8 2x4 10-1-8 10-1-8 5-0-12 5-0-12 10-1-8 5-0-12 5-0-1212.00 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 0.30 0.19 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 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=214/10-1-8, 3=214/10-1-8, 4=325/10-1-8 Max Uplift 1=-36(LC 4), 3=-36(LC 4) Max Grav 1=242(LC 7), 3=242(LC 7), 4=352(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 36 lb uplift at joint 1 and 36 lb uplift at joint 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V5 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378629 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-WJ_Q7U?mS824cjQMbJG_iCjYqF4lZr2T?MgSQCzbgMJ Scale = 1:24.7 1 2 3 42x4 4x6 2x4 2x4 7-5-8 7-5-8 3-8-12 3-8-12 7-5-8 3-8-12 3-8-1212.00 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 0.42 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF 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=162/7-5-8, 3=162/7-5-8, 4=216/7-5-8 Max Uplift 1=-39(LC 4), 3=-39(LC 4) Max Grav 1=188(LC 7), 3=188(LC 7), 4=226(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 39 lb uplift at joint 1 and 39 lb uplift at joint 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V6 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378630 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-_VYoKq0PDRAxEs?Y91oDEQGnsePVIIccE0Q0yezbgMI Scale = 1:14.8 1 2 3 4 2x4 4x6 2x4 2x4 4-9-8 4-9-8 2-4-12 2-4-12 4-9-8 2-4-12 2-4-1212.00 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 0.14 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=98/4-9-8, 3=98/4-9-8, 4=132/4-9-8 Max Uplift 1=-26(LC 4), 3=-26(LC 4) Max Grav 1=114(LC 7), 3=114(LC 7), 4=138(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 26 lb uplift at joint 1 and 26 lb uplift at joint 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V7 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378631 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:57:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-Sh6AYA01_lIos0ZkjkJSndp_b2mD1l8mSg9ZU5zbgMH Scale = 1:8.1 1 2 3 2x4 3x6 2x4 2-1-8 2-1-8 1-0-12 1-0-12 2-1-8 1-0-12 1-0-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.03 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: 5 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 2-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=57/2-1-8, 3=57/2-1-8 Max Uplift 1=-7(LC 4), 3=-7(LC 4) Max Grav 1=64(LC 7), 3=64(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 7 lb uplift at joint 1 and 7 lb uplift at joint 3. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V8 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378632 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:57:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-Sh6AYA01_lIos0ZkjkJSndptm2iy1kSmSg9ZU5zbgMH Scale = 1:24.3 1 2 3 4 5 6 3x4 5x6 3x4 2x4 13-1-15 13-1-15 6-6-15 6-6-15 13-1-15 6-6-15 3-10-17.00 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 0.45 0.31 0.11 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=231/13-1-15, 3=231/13-1-15, 4=505/13-1-15 Max Uplift 1=-32(LC 6), 3=-32(LC 6), 4=-4(LC 6) Max Grav 1=260(LC 11), 3=260(LC 11), 4=547(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-361/75 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 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 32 lb uplift at joint 1, 32 lb uplift at joint 3 and 4 lb uplift at joint 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V9 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378633 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:57:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-xufYlW1fl3QfTA8wHRqhJrL6mS55mCgvhKv61XzbgMG Scale = 1:17.6 1 2 3 4 5 6 2x4 4x6 2x4 2x4 8-7-1 8-7-1 4-3-9 4-3-9 8-7-1 4-3-9 2-6-17.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.12 0.05 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 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=158/8-7-1, 3=158/8-7-1, 4=285/8-7-1 Max Uplift 1=-32(LC 6), 3=-32(LC 6) Max Grav 1=181(LC 11), 3=181(LC 11), 4=305(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 32 lb uplift at joint 1 and 32 lb uplift at joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 13,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.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_A_8-12_S Truss V10 Truss Type Valley Qty 1 Ply 1 19-1003 Job Reference (optional) I36378634 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Mar 12 12:56:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XeYQfm2PxzqYJJ2FDiRGXBznUVV-awsfipzWwWnNNPGzUuEWcneJwRNN5y9AX3BMLKzbgML Scale = 1:8.6 1 2 3 2x4 3x6 2x4 4-0-3 4-0-3 2-0-2 2-0-2 4-0-3 2-0-2 1-2-17.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.16 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: 9 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 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=118/4-0-3, 3=118/4-0-3 Max Uplift 1=-14(LC 6), 3=-14(LC 6) Max Grav 1=132(LC 11), 3=132(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 14 lb uplift at joint 1 and 14 lb uplift at joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. March 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