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HomeMy WebLinkAboutTruss Stamps16023 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 84 Components - 0783. June 18,2019 Liu, Xuegang Pages or sheets covered by this seal: I37483934 thru I37484026 My license renewal date for the state of Indiana is July 31, 2020. 1901615R Sigma Builders - Jackson's Grant lot 29 (1901615) IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss A01GR Truss Type Piggyback Base Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483934 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:32 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-B6L4LU443HyaWsuFA7ihEYXL6fUVbhzY2p75g4z50mL Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16313233 5x6 3x6 5x6 6x6 3x6 5x10 4x4 4x6 2x4 5x6 4x8 4x4 4x6 4x4 4x6 4x8 2x4 4x8 4x8 4x6 4x4 3x4 3x6 4x6 2-2-7 2-2-7 5-2-7 3-0-0 9-3-8 4-1-1 13-4-8 4-1-1 17-5-9 4-1-1 21-0-11 3-7-2 24-7-13 3-7-2 28-11-11 4-3-14 33-7-0 4-7-6 -0-10-8 0-10-8 2-2-7 2-2-7 5-2-7 3-0-0 9-3-8 4-1-1 13-4-8 4-1-1 17-5-9 4-1-1 21-0-11 3-7-2 24-7-13 3-7-2 28-11-11 4-3-14 33-7-0 4-7-6 34-10-0 1-3-0 1-0-92-5-110-8-41-9-110-8-48.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [5:0-2-12,0-2-12], [9:0-3-12,0-2-0], [11:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.40 0.64 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.26 0.06 0.08 (loc) 24 24 16 24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 8-22,8-21,9-21,10-21,10-19,10-18,11-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-2 max.): 4-5, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 8-21, 10-18 REACTIONS.(lb/size)2=1430/0-3-8, 16=1426/0-3-8 Max Horz 2=226(LC 9) Max Uplift 2=-236(LC 10), 16=-60(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1635/353, 4-5=-2903/483, 5-6=-2326/355, 6-8=-1793/318, 8-9=-1403/313, 9-10=-1095/286, 10-11=-839/252, 11-12=-1308/295, 12-14=-1342/206, 14-16=-1373/228 BOT CHORD 2-26=-300/1371, 25-26=-296/1379, 24-25=-391/2832, 22-24=-196/1888, 21-22=-86/1435, 19-21=-42/1016, 18-19=-42/1016, 17-18=0/883 WEBS 4-26=-252/130, 4-25=-224/1890, 5-25=-1007/177, 5-24=-1057/248, 6-24=-66/595, 6-22=-702/172, 8-22=-82/599, 8-21=-720/196, 9-21=-92/524, 10-21=-90/259, 10-18=-541/94, 11-18=-120/637, 14-17=0/878 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 2 and 60 lb uplift at joint 16. 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) 72 lb down and 77 lb up at 2-2-7, and 55 lb down and 60 lb up at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 June 18,2019 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 1901615R Truss A01GR Truss Type Piggyback Base Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483934 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:33 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-fIvSYq5iqb4R70TRkqDwnm3Ws3qkK8DiHTseDXz50mK LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-9=-60, 9-11=-60, 11-14=-60, 14-15=-60, 16-27=-20 Concentrated Loads (lb) Vert: 26=-14(F) 31=-31(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss A02 Truss Type Piggyback Base Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483935 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:34 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-7VTqmA5KbvCIl92eIYk9JzccyT6h3eSrV7cClzz50mJ Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 132425262728 6x6 4x6 6x6 6x6 3x6 6x12 MT20HS 5x6 3x8 MT18HS1.5x4 5x9 4x6 4x8 4x4 4x4 6x12 MT20HS 3x4 3x6 4-8-7 4-8-7 7-8-7 3-0-0 17-5-9 9-9-2 24-7-13 7-2-4 33-7-0 8-11-3 -0-10-8 0-10-8 4-8-7 4-8-7 7-8-7 3-0-0 12-7-0 4-10-9 17-5-9 4-10-9 24-7-13 7-2-4 28-11-11 4-3-14 33-7-0 4-7-6 34-10-0 1-3-0 1-0-94-0-410-8-41-9-110-8-48.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-1,Edge], [5:0-3-0,0-1-14], [7:0-4-4,0-2-4], [8:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.76 0.85 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.67 0.08 0.08 (loc) 16-18 16-18 13 16-18 l/defl >999 >603 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 181 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-17: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud *Except* 6-18,6-16,7-16,8-16,8-14: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 9-13 REACTIONS.(lb/size)2=1389/0-3-8, 13=1422/0-3-8 Max Horz 2=227(LC 9) Max Uplift 2=-109(LC 10), 13=-50(LC 11) Max Grav 2=1389(LC 1), 13=1455(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1749/231, 4-5=-2203/279, 5-6=-2650/388, 6-7=-1450/283, 7-8=-1143/271, 8-9=-1353/272, 9-11=-342/154, 11-13=-395/191 BOT CHORD 2-19=-159/1447, 18-19=-159/1452, 16-18=-90/1564, 14-16=-4/903, 13-14=0/875 WEBS 4-18=-97/1321, 5-18=-1687/293, 6-18=-140/1153, 6-16=-693/207, 7-16=-24/488, 8-16=-81/470, 8-14=-52/332, 9-13=-1231/70 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 50 lb uplift at joint 13. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A03 Truss Type Piggyback Base Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483936 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:35 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-bh1CzW6yMCK9NJdqsFFOsB9jBtSwo8j?knLlHPz50mI Scale = 1:70.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 122324252627 6x6 5x10 6x8 3x6 6x10 5x6 3x6 1.5x4 4x4 4x4 5x6 4x8 4x4 4x8 3x4 3x6 7-2-7 7-2-7 10-2-7 3-0-0 17-5-9 7-3-1 24-7-13 7-2-4 33-7-0 8-11-3 -0-10-8 0-10-8 7-2-7 7-2-7 10-2-7 3-0-0 17-5-9 7-3-1 24-7-13 7-2-4 28-11-11 4-3-14 33-7-0 4-7-6 34-10-0 1-3-0 1-0-95-8-410-8-41-9-110-8-48.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-1,Edge], [5:0-5-0,0-1-14], [6:0-3-0,0-2-3], [7:0-4-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.98 0.85 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.34 0.09 0.05 (loc) 13-15 12-13 12 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-15,6-15,6-13,7-13: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-1-11 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-13, 8-12 REACTIONS.(lb/size)2=1389/0-3-8, 12=1422/0-3-8 Max Horz 2=227(LC 9) Max Uplift 2=-109(LC 10), 12=-50(LC 11) Max Grav 2=1389(LC 1), 12=1433(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1809/236, 4-5=-1837/286, 5-6=-1487/266, 6-7=-879/244, 7-8=-1329/272, 8-10=-336/155, 10-12=-391/191 BOT CHORD 2-18=-129/1499, 17-18=-130/1496, 15-17=-129/1868, 13-15=-45/1162, 12-13=0/860 WEBS 4-17=-85/845, 5-17=-585/142, 5-15=-876/186, 6-15=-28/788, 6-13=-498/97, 7-13=-66/614, 8-12=-1237/69 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 50 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A04 Truss Type Piggyback Base Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483937 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:36 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-3tbbBs7b7WS?_TB0PzndOOhxoHpIXaM8zR5Ipsz50mH Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13242526 5x6 5x10 7x12 MT18HS 3x6 6x12 MT20HS 5x6 3x6 4x8 1.5x4 1.5x4 4x4 5x6 4x8 4x4 4x8 3x4 3x6 9-8-7 9-8-7 12-8-7 3-0-0 17-5-9 4-9-1 24-7-13 7-2-4 33-7-0 8-11-3 -0-10-8 0-10-8 5-0-0 5-0-0 9-8-7 4-8-8 12-8-7 3-0-0 17-5-9 4-9-1 24-7-13 7-2-4 28-11-11 4-3-14 33-7-0 4-7-6 34-10-0 1-3-0 1-0-97-4-410-8-41-9-110-8-48.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [6:0-5-0,0-1-14], [7:0-3-12,0-2-0], [8:0-1-12,0-5-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.80 0.77 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.08 0.06 (loc) 14-16 13-14 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 189 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,5-19,9-14,11-13,9-13: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 7-14, 9-13 REACTIONS.(lb/size)2=1389/0-3-8, 13=1422/0-3-8 Max Horz 2=227(LC 9) Max Uplift 2=-109(LC 10), 13=-50(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1770/255, 4-5=-1613/248, 5-6=-1303/243, 6-7=-1401/286, 7-8=-851/245, 8-9=-1299/272, 9-11=-333/157, 11-13=-389/193 BOT CHORD 2-19=-171/1389, 17-19=-75/1479, 16-17=-74/1480, 14-16=-45/1092, 13-14=0/844 WEBS 5-19=-42/559, 6-19=-445/79, 6-16=-695/175, 7-16=-71/765, 7-14=-430/90, 8-14=-59/566, 9-13=-1237/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 8 = 16% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 50 lb uplift at joint 13. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A05 Truss Type Piggyback Base Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483938 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:37 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-X49zOC8DtqascdmCzgIsxcE51gA7G2BHC5qsMIz50mG Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13252627 6x6 4x8 6x6 6x6 3x6 6x10 5x6 3x6 4x6 1.5x4 4x4 4x4 4x8 4x4 4x4 4x8 3x4 3x6 6-3-0 6-3-0 12-2-7 5-11-8 15-2-7 3-0-0 17-5-9 2-3-1 24-7-13 7-2-4 33-7-0 8-11-3 -0-10-8 0-10-8 6-3-0 6-3-0 12-2-7 5-11-8 15-2-7 3-0-0 17-5-9 2-3-1 24-7-13 7-2-4 28-11-11 4-3-14 33-7-0 4-7-6 34-10-0 1-3-0 1-0-99-0-410-8-41-9-110-8-48.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [6:0-5-4,0-1-12], [7:0-4-4,0-2-4], [8:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.83 0.73 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.33 0.07 0.05 (loc) 13-14 13-14 13 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-19: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 4-20,9-14,11-13,9-13: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-17, 6-16, 9-13 REACTIONS.(lb/size)2=1389/0-3-8, 13=1422/0-3-8 Max Horz 2=227(LC 9) Max Uplift 2=-109(LC 10), 13=-50(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1782/232, 4-5=-1529/267, 5-6=-1253/271, 6-7=-1338/300, 7-8=-1098/277, 8-9=-1302/273, 9-11=-330/157, 11-13=-386/193 BOT CHORD 2-20=-147/1391, 18-20=-147/1391, 17-18=-56/1200, 16-17=-47/1250, 14-16=-3/865, 13-14=0/844 WEBS 4-18=-278/141, 5-18=-26/348, 6-17=-259/93, 6-16=-629/183, 7-16=-47/467, 8-16=-87/421, 8-14=-45/363, 9-13=-1238/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 50 lb uplift at joint 13. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A06 Truss Type Piggyback Base Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483939 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:37 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-X49zOC8DtqascdmCzgIsxcE3tg8eG2AHC5qsMIz50mG Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 122324252627 6x6 6x6 3x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x4 1.5x4 4x8 4x4 4x4 6x12 MT20HS 3x4 3x6 7-4-8 7-4-8 14-8-7 7-3-15 19-6-11 4-10-4 24-7-13 5-1-2 33-7-0 8-11-3 -0-10-8 0-10-8 7-4-8 7-4-8 14-8-7 7-3-15 19-6-11 4-10-4 24-7-13 5-1-2 28-11-11 4-3-14 33-7-0 4-7-6 34-10-0 1-3-0 1-0-910-8-410-10-31-9-110-8-48.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-2,Edge], [7:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.97 0.89 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.08 0.04 (loc) 12-13 12-13 12 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 188 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,8-13,10-12,8-12: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-3-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 5-15, 6-15, 8-12 REACTIONS.(lb/size)2=1389/0-3-8, 12=1422/0-3-8 Max Horz 2=227(LC 9) Max Uplift 2=-90(LC 10), 12=-50(LC 11) Max Grav 2=1421(LC 18), 12=1457(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1872/236, 4-5=-1452/269, 5-6=-1102/274, 6-7=-1101/273, 7-8=-1357/276, 8-10=-341/151, 10-12=-393/187 BOT CHORD 2-18=-113/1578, 16-18=-113/1578, 15-16=-73/1159, 13-15=-15/896, 12-13=0/878 WEBS 4-18=0/273, 4-16=-523/182, 5-16=-30/544, 6-15=-299/129, 7-15=-109/467, 7-13=-55/319, 8-12=-1243/76 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 2 and 50 lb uplift at joint 12. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A07 Truss Type Piggyback Base Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483940 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-?GjLbX9re7ijEnLPXOp5UpmEg4Tv?VQRQkaPukz50mF Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 122324252627 6x6 3x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x4 5x6 1.5x4 4x8 4x4 4x4 6x12 MT20HS 3x4 3x6 7-4-8 7-4-8 14-5-9 7-1-0 19-6-11 5-1-2 24-7-13 5-1-2 33-7-0 8-11-3 -0-10-8 0-10-8 7-4-8 7-4-8 14-5-9 7-1-0 19-6-11 5-1-2 24-7-13 5-1-2 28-11-11 4-3-14 33-7-0 4-7-6 34-10-0 1-3-0 1-0-910-8-41-9-110-8-48.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0], [7:0-4-4,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.97 0.89 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.08 0.04 (loc) 12-13 12-13 12 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 187 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,8-13,10-12,8-12: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-4-6 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 5-15, 6-15, 8-12 REACTIONS.(lb/size)2=1389/0-3-8, 12=1422/0-3-8 Max Horz 2=227(LC 9) Max Uplift 2=-89(LC 10), 12=-50(LC 11) Max Grav 2=1422(LC 2), 12=1458(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1872/236, 4-5=-1463/271, 5-6=-1104/274, 6-7=-1104/274, 7-8=-1358/276, 8-10=-341/151, 10-12=-393/187 BOT CHORD 2-18=-113/1572, 16-18=-113/1572, 15-16=-76/1159, 13-15=-17/897, 12-13=0/879 WEBS 4-18=0/265, 4-16=-522/181, 5-16=-33/552, 6-15=-301/131, 7-15=-110/471, 7-13=-56/318, 8-12=-1243/77 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 2 and 50 lb uplift at joint 12. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A08 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483941 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:39 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-TSGjpt9TPRqarxwb55KK01JPuUpJkxyafOJzQBz50mE Scale = 1:78.1 12 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 132425262728 3x6 4x6 4x8 5x6 3x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x8 1.5x4 4x8 4x4 4x8 3x4 3x6 8-1-10 8-1-10 15-11-12 7-10-2 17-11-3 1-11-7 24-11-5 7-0-2 33-7-0 8-7-11 -0-10-8 0-10-8 8-1-10 8-1-10 15-11-12 7-10-2 17-11-3 1-11-7 24-11-5 7-0-2 29-1-6 4-2-2 33-7-0 4-5-10 34-10-0 1-3-0 1-0-910-2-1311-8-61-9-110-2-138.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-1-12], [8:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 1.00 0.88 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.39 0.08 0.05 (loc) 17-19 17-19 13 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 190 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,9-14,11-13,9-13: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-2 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-17, 7-17, 7-14, 9-13 REACTIONS.(lb/size)2=1389/0-3-8, 13=1422/0-3-8 Max Horz 2=245(LC 9) Max Uplift 2=-95(LC 10), 13=-115(LC 11) Max Grav 2=1472(LC 18), 13=1435(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1903/231, 4-6=-1359/266, 6-7=-1285/305, 7-8=-901/240, 8-9=-1331/263, 9-11=-320/157, 11-13=-378/192 BOT CHORD 2-19=-123/1640, 17-19=-123/1640, 16-17=-23/1259, 14-16=-24/1257, 13-14=-8/877 WEBS 4-19=0/348, 4-17=-633/198, 6-17=-208/1142, 7-17=-700/196, 7-14=-535/77, 8-14=-47/589, 9-13=-1252/62 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 115 lb uplift at joint 13. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A09 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483942 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:40 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-yfq50DA5AlyRT4VneorZZEsaau9WTOdku23Wzdz50mD Scale = 1:78.1 12 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1122232425 3x6 4x6 5x10 5x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x8 1.5x4 4x8 3x4 6x6 3x6 8-1-10 8-1-10 15-11-12 7-10-2 20-5-3 4-5-7 26-7-5 6-2-2 33-7-0 6-11-11 -0-10-8 0-10-8 8-1-10 8-1-10 15-11-12 7-10-2 20-5-3 4-5-7 26-7-5 6-2-2 33-7-0 6-11-11 34-10-0 1-3-0 1-0-98-6-1311-8-61-9-18-6-138.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-1-14], [8:0-3-9,0-2-8], [11:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 1.00 0.88 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.41 0.08 0.05 (loc) 15-17 15-17 11 15-17 l/defl >999 >978 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 175 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,9-11,9-12: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-15, 7-12 REACTIONS.(lb/size)2=1389/0-3-8, 11=1422/0-3-8 Max Horz 2=245(LC 9) Max Uplift 2=-95(LC 10), 11=-115(LC 11) Max Grav 2=1473(LC 18), 11=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1907/228, 4-6=-1360/263, 6-7=-1339/281, 7-8=-915/224, 8-9=-1414/207, 9-11=-1357/230 BOT CHORD 2-17=-123/1643, 15-17=-123/1643, 14-15=0/1418, 12-14=0/1414 WEBS 4-17=0/349, 4-15=-639/198, 6-15=-166/1078, 7-15=-661/170, 7-14=0/273, 7-12=-778/63, 8-12=0/599, 9-12=-22/868 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 115 lb uplift at joint 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A10 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483943 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:41 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-QrOUEZBjx24I5E4_CWMo5SOlfIVyCs?t6io3V3z50mC Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11222324 3x6 4x6 5x10 5x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x8 1.5x4 3x4 4x6 4x8 3x6 8-1-10 8-1-10 15-11-12 7-10-2 22-11-3 6-11-7 28-3-5 5-4-2 33-7-0 5-3-11 -0-10-8 0-10-8 8-1-10 8-1-10 15-11-12 7-10-2 22-11-3 6-11-7 28-3-5 5-4-2 33-7-0 5-3-11 34-10-0 1-3-0 1-0-96-10-1311-8-61-9-16-10-138.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-1-14], [8:0-3-9,0-2-8], [9:0-2-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.98 0.87 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.39 0.09 0.05 (loc) 15-17 15-17 11 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 167 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-15,6-15,7-15,7-12: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-11-12 max.): 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 7-15, 7-12 REACTIONS.(lb/size)2=1389/0-3-8, 11=1422/0-3-8 Max Horz 2=245(LC 9) Max Uplift 2=-95(LC 10), 11=-115(LC 11) Max Grav 2=1462(LC 18), 11=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1886/226, 4-6=-1344/260, 6-7=-1368/260, 7-8=-887/197, 8-9=-1362/197, 9-11=-1373/220 BOT CHORD 2-17=-123/1626, 15-17=-123/1626, 13-15=-14/1574, 12-13=-16/1568 WEBS 4-17=0/344, 4-15=-632/199, 6-15=-123/1008, 7-15=-692/175, 7-13=0/304, 7-12=-1032/100, 8-12=-24/643, 9-12=0/909 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 115 lb uplift at joint 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A11 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483944 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:42 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-u1ysRvCLiMC9jOfAmDt1efxwqhrtxIg0LMYd1Vz50mB Scale = 1:75.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1223242526 3x6 4x6 6x6 5x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x8 4x4 4x4 3x4 3x6 4x8 3x8 MT18HS 8-1-10 8-1-10 15-11-12 7-10-2 25-5-3 9-5-7 29-11-5 4-6-2 33-7-0 3-7-11 -0-10-8 0-10-8 8-1-10 8-1-10 15-11-12 7-10-2 20-8-7 4-8-11 25-5-3 4-8-11 29-11-5 4-6-2 33-7-0 3-7-11 34-10-0 1-3-0 1-0-95-2-1311-8-61-9-15-2-138.00 12 12.00 12 Plate Offsets (X,Y)-- [8:0-2-15,Edge], [9:0-3-0,0-1-15] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.96 0.89 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.65 0.09 0.06 (loc) 14-16 14-16 12 16-18 l/defl >999 >613 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 169 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-16,6-16,7-16,7-14: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 7-16, 8-13 REACTIONS.(lb/size)2=1389/0-3-8, 12=1422/0-3-8 Max Horz 2=245(LC 9) Max Uplift 2=-95(LC 10), 12=-115(LC 11) Max Grav 2=1462(LC 18), 12=1422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1881/226, 4-6=-1363/255, 6-7=-1329/273, 7-8=-2086/351, 8-9=-822/169, 9-10=-1242/186, 10-12=-1383/215 BOT CHORD 2-18=-124/1624, 16-18=-124/1624, 14-16=0/1357, 13-14=-46/1712 WEBS 4-18=0/314, 4-16=-617/204, 6-16=-156/1054, 7-16=-571/202, 7-14=-127/769, 8-14=-492/208, 8-13=-1311/108, 9-13=-42/598, 10-13=-7/904 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 115 lb uplift at joint 12. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss A12GR Truss Type Roof Special Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483945 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:44 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-qQ4csbDcEzStyipZtewVj40K5VZFP6kJpg1j6Oz50m9 Scale = 1:78.1 12 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15282930 3x6 4x4 3x6 5x9 5x6 5x10 4x4 4x6 4x6 2x4 4x4 4x6 4x8 4x4 1.5x4 4x8 2x4 4x8 4x6 6x8 4x6 5-6-4 5-6-4 10-9-0 5-2-12 15-11-12 5-2-12 23-11-6 7-11-10 27-11-3 3-11-13 31-7-5 3-8-2 33-7-0 1-11-11 -0-10-8 0-10-8 5-6-4 5-6-4 10-9-0 5-2-12 15-11-12 5-2-12 19-11-9 3-11-13 23-11-6 3-11-13 27-11-3 3-11-13 31-7-5 3-8-2 33-7-0 1-11-11 34-10-0 1-3-0 1-0-93-7-1011-8-61-9-13-7-108.00 12 12.00 12 Plate Offsets (X,Y)-- [11:0-3-12,0-2-12], [12:0-3-8,0-2-0], [15:Edge,0-3-8], [16:0-1-12,0-4-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.65 0.77 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.28 0.06 0.06 (loc) 18-20 18-20 15 18-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-22,6-20,7-20,8-20,8-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 6-20, 8-20 REACTIONS.(lb/size)2=1407/0-3-8, 15=1770/0-3-8 Max Horz 2=244(LC 9) Max Uplift 2=-108(LC 10), 15=-344(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1804/232, 4-6=-1637/268, 6-7=-1332/293, 7-8=-1315/300, 8-10=-2013/404, 10-11=-2004/310, 11-12=-840/233, 12-13=-1255/322, 13-15=-1746/416 BOT CHORD 2-23=-163/1564, 22-23=-163/1564, 20-22=-77/1428, 18-20=-13/1343, 17-18=-205/2009, 16-17=-206/2008 WEBS 6-22=-14/300, 6-20=-546/177, 7-20=-232/1164, 8-20=-660/224, 8-18=-187/842, 11-18=-520/181, 11-16=-1542/197, 12-16=-175/741, 13-16=-175/1162 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2 and 344 lb uplift at joint 15. 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) 439 lb down and 249 lb up at 31-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 June 18,2019 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 1901615R Truss A12GR Truss Type Roof Special Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483945 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:44 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-qQ4csbDcEzStyipZtewVj40K5VZFP6kJpg1j6Oz50m9 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 15-24=-20 Concentrated Loads (lb) Vert: 16=-366(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 1901615R Truss ACG1 Truss Type Jack-Closed Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483946 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:44 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-qQ4csbDcEzStyipZtewVj40RcVkvPI0Jpg1j6Oz50m9 Scale = 1:15.2 1 2 3 5 4 6 7 2x4 1.5x4 4x4 3x6 2-4-2 2-4-2 -1-4-13 1-4-13 2-4-2 2-4-2 1-2-92-5-36.25 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.23 0.02 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=67/0-4-11, 4=33/Mechanical Max Horz 5=140(LC 11) Max Uplift 5=-69(LC 16), 4=-55(LC 11) Max Grav 5=214(LC 18), 4=76(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 5 and 55 lb uplift at joint 4. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 6 lb up at -1-4-13, and 14 lb down and 6 lb up at -1-4-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-20(F=40) Concentrated Loads (lb) Vert: 1=-20(F=-10, B=-10) Continued on page 2 June 18,2019 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 1901615R Truss ACG1 Truss Type Jack-Closed Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483946 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:44 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-qQ4csbDcEzStyipZtewVj40RcVkvPI0Jpg1j6Oz50m9 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-6=-14(F=23, B=23), 6=26(F=63, B=23)-to-2=17(F=58, B=18), 5=-9(F=6, B=6)-to-4=-37(F=-8, B=-8) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss ACG2 Truss Type Jack-Closed Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483947 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:45 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Ice_3xEE?HakasNlRMRkGIZY4v3z8l_T1KmHeqz50m8 Scale = 1:21.4 1 2 3 5 4 2x4 1.5x4 4x4 3x6 2-11-8 2-11-1 -1-11-7 1-11-7 2-11-8 2-11-8 1-9-13-7-137.68 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.51 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=170/0-4-9, 4=16/Mechanical Max Horz 5=202(LC 9) Max Uplift 5=-57(LC 10), 4=-129(LC 9) Max Grav 5=307(LC 16), 4=164(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-303/115 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 5 and 129 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 15 lb up at -1-11-7, and 34 lb down and 15 lb up at -1-11-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-20(F=40) Concentrated Loads (lb) Vert: 1=-47(F=-24, B=-24) Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-2=-31(F=14, B=14), 5=0(F=10, B=10)-to-4=-39(F=-10, B=-10) June 18,2019 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 1901615R Truss AJ1 Truss Type Jack-Closed Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483948 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:45 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Ice_3xEE?HakasNlRMRkGIZfNv3G8leT1KmHeqz50m8 Scale = 1:15.7 1 2 4 3 1.5x4 3x6 1.5x4 3x4 1-6-12 1-6-12 1-6-12 1-6-12 1-2-92-6-310.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.04 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=51/0-3-8, 3=51/Mechanical Max Horz 4=60(LC 7) Max Uplift 4=-20(LC 6), 3=-47(LC 7) Max Grav 4=77(LC 18), 3=75(LC 17) 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 4 and 47 lb uplift at joint 3. June 18,2019 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 1901615R Truss AJ2GR Truss Type Jack-Closed Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483949 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:46 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-moBNHHFsmbjbB?yx?3yzoV6p?JK9tCocG_WqAHz50m7 Scale = 1:21.9 1 2 4 35 3x6 3x6 1.5x4 5x6 2-7-12 2-7-12 2-7-12 2-7-12 1-6-53-8-1210.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.36 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 3-4 3-4 3 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=1035/0-3-8, 3=389/Mechanical Max Horz 4=91(LC 7) Max Uplift 4=-75(LC 6), 3=-76(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 4 and 76 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1236 lb down and 87 lb up at 0-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-1236(F) June 18,2019 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 1901615R Truss ALAY1 Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483950 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:47 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-E?llUcGUXurSp9X7ZnTCLje_yilFcfpmVeFOijz50m6 Scale = 1:87.6 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 3x6 3x4 3x6 3x4 6x6 6x6 2-8-13 2-8-13 17-4-3 14-7-6 14-7-6 14-7-6 17-4-3 2-8-13 15-2-100-3-115-9-415-2-1012.50 12 12.50 12 Plate Offsets (X,Y)-- [9:0-2-8,Edge], [10:0-0-9,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.10 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15,10-12. REACTIONS.All bearings 17-4-3. (lb) - Max Horz 1=451(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 16, 17, 18, 15, 13 except 11=-242(LC 22), 10=-130(LC 7) Max Grav All reactions 250 lb or less at joint(s) 11, 16, 17, 18, 19, 15, 13, 12 except 1=319(LC 10), 10=359(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/374, 2-3=-353/289, 3-4=-265/221 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Bearing at joint(s) 10, 13, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 16, 17, 18, 15, 13 except (jt=lb) 11=242, 10=130. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 10, 16, 17, 18, 15, 13, 12. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss ALAY2 Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483951 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:48 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-jBJ7iyG6ICzJRJ6K6U_RtwB9X65hL3avjI?xF9z50m5 Scale = 1:83.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 5x6 3x6 3x6 3x4 3x6 3x6 6x6 5x6 3-5-6 3-5-6 15-4-13 11-11-7 9-8-14 9-8-14 11-6-12 1-9-14 14-6-12 3-0-0 15-4-13 0-10-1 13-3-1315-2-106-8-213-3-1318.75 12 12.50 12 12.50 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0], [6:0-2-3,Edge], [7:0-0-0,0-1-12], [7:0-3-0,Edge], [8:0-1-12,0-0-0], [10:0-2-8,Edge], [11:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.11 0.03 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 6-14,5-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. REACTIONS.All bearings 15-4-13. (lb) - Max Horz 1=405(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 19, 13, 12 except 1=-211(LC 8), 16=-187(LC 10), 17=-167(LC 10), 18=-171(LC 10), 20=-166(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 19, 14, 16, 17, 18, 20, 13, 12 except 1=489(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-580/454, 2-3=-423/325, 3-4=-259/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Bearing at joint(s) 11, 14, 13, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 19, 13, 12 except (jt=lb) 1=211, 16=187, 17=167, 18=171, 20=166. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 14, 16, 17, 18, 13, 12. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss B1 Truss Type Hip Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483952 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:49 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-BNtVvIHk3W592ThWgBVgQ8k97WFM4Wv2yykUnbz50m4 Scale = 1:68.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10212223 6x6 5x6 3x6 6x10 5x6 3x6 4x6 1.5x4 4x4 4x8 4x6 4x4 4x4 5x6 3x6 7-8-8 7-8-8 15-1-7 7-5-0 16-10-1 1-8-10 24-0-0 7-2-0 31-5-8 7-5-8 -0-10-8 0-10-8 7-8-8 7-8-8 15-1-7 7-5-0 16-10-1 1-8-10 24-0-0 7-2-0 31-5-8 7-5-8 1-0-910-11-911-1-81-4-910-11-98.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [6:0-3-1,Edge], [9:Edge,0-1-12], [10:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.82 0.77 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.32 0.06 0.04 (loc) 14-16 14-16 10 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-11,9-10: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-6-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 5-13, 7-13 REACTIONS.(lb/size)2=1306/0-3-8, 10=1252/Mechanical Max Horz 2=221(LC 9) Max Uplift 2=-91(LC 10), 10=-72(LC 11) Max Grav 2=1327(LC 18), 10=1252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1683/209, 4-5=-1249/243, 5-6=-925/252, 6-7=-1244/246, 7-9=-1587/196, 9-10=-1180/168 BOT CHORD 2-16=-130/1442, 14-16=-130/1442, 13-14=0/982, 11-13=-58/1228 WEBS 4-16=0/317, 4-14=-583/185, 5-14=-49/468, 6-13=-71/473, 7-13=-471/168, 9-11=-27/1050 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss B2 Truss Type Hip Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483953 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:50 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-faRt7eINqpD0gdGiEv1vzLGKgwcIpvvCBcU2J2z50m3 Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1122 6x6 5x6 3x6 6x10 5x6 3x6 4x6 1.5x4 4x4 4x8 4x6 4x4 3x4 4x6 3x6 6-5-8 6-5-8 12-7-7 6-2-0 19-4-1 6-8-10 25-3-12 5-11-12 31-7-0 6-3-4 -0-10-8 0-10-8 6-5-8 6-5-8 12-7-7 6-2-0 19-4-1 6-8-10 25-3-12 5-11-12 31-7-0 6-3-4 32-10-0 1-3-0 1-0-99-3-99-5-81-3-99-3-98.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [6:0-3-1,Edge], [9:0-3-0,0-1-12], [11:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.77 0.73 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.28 0.06 0.04 (loc) 13-15 13-15 11 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,7-12,9-11,9-12: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 REACTIONS.(lb/size)2=1309/0-3-8, 11=1342/0-3-8 Max Horz 2=194(LC 9) Max Uplift 2=-80(LC 10), 11=-85(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1660/216, 4-5=-1381/247, 5-6=-1052/248, 6-7=-1362/247, 7-9=-1588/203, 9-11=-1277/219 BOT CHORD 2-17=-97/1295, 15-17=-97/1295, 13-15=-23/1074, 12-13=-34/1236 WEBS 4-15=-306/158, 5-15=-17/443, 6-13=0/396, 7-13=-279/143, 9-12=-34/1072 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss B3 Truss Type Hip Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483954 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:50 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-faRt7eINqpD0gdGiEv1vzLGLxwZXpwxCBcU2J2z50m3 Scale = 1:57.8 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 112223 5x6 5x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x8 1.5x4 4x8 4x8 4x4 4x8 4x4 3x6 5-2-8 5-2-8 10-1-7 4-11-0 15-11-12 5-10-5 21-10-1 5-10-5 31-7-0 9-8-15 -0-10-8 0-10-8 5-2-8 5-2-8 10-1-7 4-11-0 15-11-12 5-10-5 21-10-1 5-10-5 26-6-12 4-8-12 31-7-0 5-0-4 32-10-0 1-3-0 1-0-97-7-97-9-81-3-97-7-98.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [7:0-3-1,Edge], [9:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.76 0.90 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.49 0.08 0.04 (loc) 11-12 11-12 11 15-17 l/defl >999 >769 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 156 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-17,4-15,8-12,9-11,8-11: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-3 max.): 5-7. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15, 6-12, 8-11 REACTIONS.(lb/size)2=1309/0-3-8, 11=1342/0-3-8 Max Horz 2=161(LC 9) Max Uplift 2=-65(LC 10), 11=-69(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1647/219, 4-5=-1473/250, 5-6=-1187/243, 6-7=-1155/233, 7-8=-1463/239, 8-9=-346/63, 9-11=-374/125 BOT CHORD 2-17=-100/1274, 15-17=-100/1274, 14-15=-72/1373, 12-14=-72/1373, 11-12=-69/1181 WEBS 5-15=-23/474, 6-15=-357/114, 6-14=0/296, 6-12=-397/121, 7-12=-18/483, 8-11=-1311/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss B4GR Truss Type Hip Girder Qty 1 Ply 2 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483955 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:54 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-XLgOy0Ltt2jS9EaUTl5s7BR4nXz0lmQo6ESFSpz50m? Scale = 1:56.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 39 40 41 5x6 3x6 5x9 4x4 4x6 4x6 2x4 4x8 4x8 2x4 1.5x4 4x8 2x4 4x8 4x8 4x6 2x4 8x12 5x6 5x6 4x6 3-11-8 3-11-8 7-7-7 3-8-0 11-8-12 4-1-4 15-11-12 4-3-0 20-2-12 4-3-0 24-4-1 4-1-4 27-9-12 3-5-12 31-7-0 3-9-4 -0-10-8 0-10-8 3-11-8 3-11-8 7-7-7 3-8-0 11-8-12 4-1-4 15-11-12 4-3-0 20-2-12 4-3-0 24-4-1 4-1-4 27-9-12 3-5-12 31-7-0 3-9-4 32-10-0 1-3-0 1-0-96-0-66-1-81-3-96-0-68.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [10:0-3-0,0-2-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.57 0.74 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.08 0.09 (loc) 19 19 13 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 369 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x8 SP No.2 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2373/0-3-8, 13=2406/0-3-8 Max Horz 2=-110(LC 8) Max Uplift 2=-649(LC 10), 13=-665(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3062/972, 4-5=-3292/1123, 5-6=-2702/964, 6-8=-3604/1248, 8-9=-3604/1248, 9-10=-2601/937, 10-11=-3151/1087, 11-13=-2803/906 BOT CHORD 2-23=-739/2447, 22-23=-739/2447, 20-22=-1054/3394, 19-20=-1054/3394, 17-19=-1006/3339, 16-17=-1006/3339, 15-16=-638/2197, 13-15=-638/2197 WEBS 4-23=-454/189, 4-22=-307/462, 5-22=-404/1396, 6-22=-1152/409, 6-20=0/304, 6-19=-133/354, 8-19=-458/281, 9-19=-152/442, 9-17=0/297, 9-16=-1229/424, 10-16=-379/1303, 11-16=-318/664, 11-15=-604/232 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=649, 13=665. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 18,2019 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 1901615R Truss B4GR Truss Type Hip Girder Qty 1 Ply 2 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483955 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:54 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-XLgOy0Ltt2jS9EaUTl5s7BR4nXz0lmQo6ESFSpz50m? NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 152 lb up at 7-11-12, 131 lb down and 148 lb up at 9-11-12, 131 lb down and 148 lb up at 11-11-12, 131 lb down and 148 lb up at 13-11-12, 131 lb down and 148 lb up at 15-11-12, 131 lb down and 148 lb up at 17-11-12 , 131 lb down and 148 lb up at 19-11-12, and 131 lb down and 148 lb up at 21-11-12, and 131 lb down and 152 lb up at 23-11-12 on top chord, and 435 lb down and 236 lb up at 7-7-7, 75 lb down at 7-11-12, 75 lb down at 9-11-12, 75 lb down at 11-11-12, 75 lb down at 13-11-12, 75 lb down at 15-11-12, 75 lb down at 17-11-12, 75 lb down at 19-11-12, 75 lb down at 21-11-12, and 75 lb down at 23-11-12, and 406 lb down and 230 lb up at 24-4-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-10=-60, 10-14=-60, 24-28=-20 Concentrated Loads (lb) Vert: 21=-38(B) 22=-435(B) 6=-105(B) 20=-38(B) 8=-105(B) 19=-38(B) 17=-38(B) 9=-105(B) 16=-406(B) 18=-38(B) 32=-105(B) 33=-105(B) 34=-105(B) 35=-105(B) 36=-105(B) 37=-105(B) 38=-38(B) 39=-38(B) 40=-38(B) 41=-38(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 1901615R Truss BCG1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483956 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:55 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-?XEmALMVeMrJmO8g1Sc5gP_HAxSQUDwxKuBp_Fz50m_ Scale = 1:37.2 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 2x4 1.5x4 3x6 4x4 4x4 3x6 4-7-11 4-7-11 9-3-6 4-7-11 -1-4-13 1-4-13 4-7-11 4-7-11 9-3-6 4-7-11 1-2-96-0-96.25 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.40 0.15 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 5-6 5-6 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud 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)7=501/0-4-11, 5=446/Mechanical Max Horz 7=179(LC 9) Max Uplift 7=-144(LC 12), 5=-204(LC 9) Max Grav 7=512(LC 39), 5=467(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-466/195, 2-3=-532/180 BOT CHORD 5-6=-212/397 WEBS 2-6=-148/454, 3-5=-471/234 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=144, 5=204. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 39 lb up at 2-1-1, 78 lb down and 90 lb up at 2-11-12, 79 lb down and 91 lb up at 4-7-12, and 121 lb down and 139 lb up at 6-2-3, and 110 lb down and 135 lb up at 7-2-8 on top chord, and 23 lb down and 40 lb up at 2-1-1, 10 lb down and 17 lb up at 2-11-12, 26 lb down and 31 lb up at 4-7-12, and 38 lb down at 6-2-3, and 40 lb down and 28 lb up at 7-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Continued on page 2 June 18,2019 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 1901615R Truss BCG1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483956 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:55 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-?XEmALMVeMrJmO8g1Sc5gP_HAxSQUDwxKuBp_Fz50m_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1(B) 10=-35(F) 11=-43(B) 13=-7(F) 14=-31(F) 15=-17(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 1901615R Truss BCG2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483957 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:56 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Uko9NhN7PfzAOYjsaA8KCcWS9LomDgQ4ZYxMWhz50lz Scale = 1:37.2 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 2x4 1.5x4 4x4 3x6 4x4 3x6 4-6-14 4-6-14 9-1-13 4-6-14 -1-6-6 1-6-6 4-6-14 4-6-14 9-1-13 4-6-14 1-3-66-0-96.25 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.39 0.15 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud 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)7=491/0-4-0, 5=417/Mechanical Max Horz 7=180(LC 11) Max Uplift 7=-154(LC 12), 5=-198(LC 9) Max Grav 7=515(LC 39), 5=450(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-467/204, 2-3=-508/182 BOT CHORD 5-6=-202/375 WEBS 2-6=-136/434, 3-5=-448/234 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=154, 5=198. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 39 lb up at 1-11-7, 71 lb down and 64 lb up at 2-10-3, 79 lb down and 91 lb up at 4-6-3, and 114 lb down and 129 lb up at 6-0-9, and 110 lb down and 135 lb up at 7-0-15 on top chord, and 23 lb down and 40 lb up at 1-11-7, 18 lb down and 31 lb up at 2-10-3, 26 lb down and 31 lb up at 4-6-3, and 38 lb down at 6-0-9, and 40 lb down and 28 lb up at 7-0-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Continued on page 2 June 18,2019 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 1901615R Truss BCG2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483957 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:56 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Uko9NhN7PfzAOYjsaA8KCcWS9LomDgQ4ZYxMWhz50lz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1(F) 10=-24(B) 11=-43(F) 14=-13(B) 15=-17(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss BJ1 Truss Type Jack-Open Qty 9 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483958 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:56 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Uko9NhN7PfzAOYjsaA8KCcWSSLlXDjE4ZYxMWhz50lz Scale = 1:35.1 1 2 5 4 3 1.5x4 4x8 3x6 5-10-12 5-10-12 -0-10-8 0-10-8 5-10-12 5-10-12 1-2-96-1-85-7-116-1-810.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.43 0.35 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >421 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=295/0-3-8, 3=165/Mechanical, 4=58/Mechanical Max Horz 5=155(LC 10) Max Uplift 3=-119(LC 10) Max Grav 5=295(LC 1), 3=176(LC 18), 4=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=119. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss BJ2 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483959 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:57 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-ywMXb1NmAz510iI38tfZlq3fKk7LyB_EoCgv28z50ly Scale = 1:27.7 1 2 5 4 3 1.5x4 3x6 3x6 4-5-7 4-5-7 -0-10-8 0-10-8 4-5-7 4-5-7 1-2-94-11-24-5-54-11-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.23 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=239/0-3-8, 3=120/Mechanical, 4=43/Mechanical Max Horz 5=119(LC 10) Max Uplift 3=-87(LC 10), 4=-3(LC 10) Max Grav 5=239(LC 1), 3=128(LC 18), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss BJ3 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483960 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:57 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-ywMXb1NmAz510iI38tfZlq3hKk8CyBBEoCgv28z50ly Scale = 1:21.1 1 2 5 4 3 1.5x4 3x4 3x6 2-10-4 2-10-4 -0-10-8 0-10-8 2-10-4 2-10-4 1-2-93-7-23-1-53-7-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=179/0-3-8, 3=68/Mechanical, 4=27/Mechanical Max Horz 5=78(LC 10) Max Uplift 3=-50(LC 10), 4=-15(LC 10) Max Grav 5=179(LC 1), 3=73(LC 18), 4=54(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss BJ4 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483961 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:58 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Q6wvoNOOxHDudrtFiaAoH1cs48VMhdXN1sQTaaz50lx Scale = 1:14.4 1 2 5 4 3 1.5x4 3x4 3x6 1-3-1 1-3-1 -0-10-8 0-10-8 1-3-1 1-3-1 1-2-92-3-21-9-52-3-210.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=134/0-3-8, 3=4/Mechanical, 4=11/Mechanical Max Horz 5=43(LC 7) Max Uplift 3=-37(LC 16), 4=-33(LC 10) Max Grav 5=172(LC 16), 3=9(LC 6), 4=35(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss BJ5 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483962 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:58 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Q6wvoNOOxHDudrtFiaAoH1cq48SHhdJN1sQTaaz50lx Scale = 1:25.0 1 2 5 4 3 1.5x4 3x6 3x6 4-7-12 4-7-12 -1-3-0 1-3-0 4-7-12 4-7-12 1-3-94-4-123-11-84-4-128.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.23 0.21 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >879 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=275/0-3-8, 3=120/Mechanical, 4=45/Mechanical Max Horz 5=102(LC 10) Max Uplift 3=-72(LC 10) Max Grav 5=275(LC 1), 3=125(LC 18), 4=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss BJ6 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483963 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:59 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-uJUH0jP0iaLlF?SRGIh1qF8?SYrCQ4nXFW9060z50lw Scale = 1:16.7 1 2 5 4 3 1.5x4 3x4 3x6 2-1-12 2-1-12 -1-3-0 1-3-0 2-1-12 2-1-12 1-3-92-8-122-3-82-8-128.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.19 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=192/0-3-8, 3=28/Mechanical, 4=20/Mechanical Max Horz 5=52(LC 10) Max Uplift 5=-4(LC 10), 3=-31(LC 16), 4=-19(LC 10) Max Grav 5=229(LC 16), 3=31(LC 18), 4=40(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. June 18,2019 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 1901615R Truss BJ7 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483964 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:26:59 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-uJUH0jP0iaLlF?SRGIh1qF8_9YoIQ4LXFW9060z50lw Scale = 1:26.0 1 2 3 4 55x9 5x6 5-0-4 5-0-4 -0-10-8 0-10-8 5-0-4 5-0-4 1-0-94-4-123-11-84-4-128.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.28 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.04 0.04 (loc) 5-8 5-8 4 5-8 l/defl >999 >777 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)4=131/Mechanical, 2=255/0-3-8, 5=63/Mechanical Max Horz 2=115(LC 10) Max Uplift 4=-77(LC 10) Max Grav 4=137(LC 18), 2=255(LC 1), 5=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss BJ8 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483965 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:00 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-MV2fD3QeTuTct91dp?CGNShC0yBA9XbgUAvafTz50lv Scale = 1:16.7 1 2 3 4 5 5x9 5x6 2-6-4 2-6-4 -0-10-8 0-10-8 2-6-4 2-6-4 1-0-92-8-122-3-82-8-128.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 8 5-8 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=58/Mechanical, 2=160/0-3-8, 5=30/Mechanical Max Horz 2=65(LC 10) Max Uplift 4=-40(LC 10), 5=-3(LC 10) Max Grav 4=63(LC 18), 2=160(LC 1), 5=43(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. June 18,2019 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 1901615R Truss BLAY Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483966 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:01 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-qhb2QPQGECcSUJcqNjjVvgDOBMXcuz9pjpe7Bvz50lu Scale = 1:51.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 4x4 3x4 3x6 16-5-7 16-5-7 8-2-11 8-2-11 16-5-7 8-2-11 8-6-1312.50 12 Plate Offsets (X,Y)-- [14:0-1-15,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.05 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS.All bearings 16-5-7. (lb) - Max Horz 1=-161(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 15, 16, 17, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 15, 16, 17, 12, 11, 10 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 15, 16, 17, 12, 11, 10. June 18,2019 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 1901615R Truss C1 Truss Type Hip Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483967 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:02 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-It9QelRu?VkJ6TB0xQEkStmNQlhMdMIzxTOgjLz50lt Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1121222324 6x12 MT20HS 5x6 3x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x4 4x8 4x4 4x6 3x4 3x6 7-1-15 7-1-15 14-0-5 6-10-7 21-11-5 7-11-0 30-7-0 8-7-11 -0-10-8 0-10-8 7-1-15 7-1-15 14-0-5 6-10-7 21-11-5 7-11-0 26-1-6 4-2-2 30-7-0 4-5-10 31-10-0 1-3-0 1-0-910-2-1310-4-121-9-110-2-138.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-9-4,Edge], [6:0-3-9,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.79 0.77 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.32 0.06 0.03 (loc) 12-14 12-14 11 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 155 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16,7-12,9-11,7-11: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-1 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 5-12, 7-11 REACTIONS.(lb/size)2=1269/0-3-8, 11=1302/0-3-8 Max Horz 2=219(LC 9) Max Uplift 2=-86(LC 10), 11=-51(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1601/213, 4-5=-1259/244, 5-6=-791/230, 6-7=-1171/248, 7-9=-305/159, 9-11=-367/194 BOT CHORD 2-16=-105/1358, 14-16=-105/1358, 12-14=-60/1014, 11-12=0/759 WEBS 4-14=-434/175, 5-14=-19/545, 5-12=-359/78, 6-12=-32/480, 7-11=-1106/44 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss C2 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483968 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:03 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-m4jor5SWmpsAkdmCV8mz_5JY892KMqr6A77EGnz50ls Scale = 1:68.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 112324 6x6 5x6 4x8 5x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x4 4x8 4x4 4x4 3x4 6x6 3x6 7-1-10 7-1-10 13-11-11 6-10-2 15-7-5 1-7-10 18-0-11 2-5-6 23-7-5 5-6-10 30-7-0 6-11-11 -0-10-8 0-10-8 7-1-10 7-1-10 13-11-11 6-10-2 15-7-5 1-7-10 18-0-11 2-5-6 23-7-5 5-6-10 30-7-0 6-11-11 31-10-0 1-3-0 1-0-910-2-68-6-1310-4-61-9-110-2-68.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [6:0-3-1,Edge], [7:0-5-4,0-1-12], [8:0-3-9,0-2-8], [11:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.79 0.73 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.27 0.05 0.04 (loc) 16-18 16-18 11 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 183 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-18,9-11,9-12: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-2-12 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 5-15, 7-15, 7-13, 8-12 REACTIONS.(lb/size)2=1269/0-3-8, 11=1302/0-3-8 Max Horz 2=218(LC 9) Max Uplift 2=-86(LC 10), 11=-102(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1605/210, 4-5=-1246/243, 5-6=-926/248, 6-7=-1175/281, 7-8=-1088/241, 8-9=-1272/194, 9-11=-1236/219 BOT CHORD 2-18=-103/1323, 16-18=-103/1323, 15-16=-26/960, 13-15=-12/1081, 12-13=0/799 WEBS 4-16=-461/171, 5-16=-26/427, 6-15=-152/605, 7-15=-553/141, 7-13=-329/98, 8-13=-47/509, 9-12=-38/706 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=102. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss C3 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483969 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:04 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-FGHA3QT9X7_1LmKP2rHCXIrkIZLQ5DRGPntnoEz50lr Scale = 1:61.3 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1123 6x6 5x6 5x10 5x6 6x12 MT20HS 5x6 3x6 4x6 1.5x4 4x4 4x8 4x4 4x4 3x4 4x4 3x6 5-10-10 5-10-10 11-5-11 5-7-2 18-1-5 6-7-10 20-6-11 2-5-6 25-3-5 4-8-10 30-7-0 5-3-11 -0-10-8 0-10-8 5-10-10 5-10-10 11-5-11 5-7-2 18-1-5 6-7-10 20-6-11 2-5-6 25-3-5 4-8-10 30-7-0 5-3-11 31-10-0 1-3-0 1-0-98-6-66-10-138-8-61-9-18-6-68.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [6:0-3-1,Edge], [7:0-5-0,0-1-14], [8:0-3-9,0-2-8], [9:0-0-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.76 0.86 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 0.06 0.04 (loc) 14-16 14-16 11 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 167 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-16,5-14,6-14,8-13: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14 REACTIONS.(lb/size)2=1269/0-3-8, 11=1302/0-3-8 Max Horz 2=186(LC 9) Max Uplift 2=-74(LC 10), 11=-90(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1598/213, 4-5=-1350/244, 5-6=-1094/249, 6-7=-1340/268, 7-8=-1233/242, 8-9=-1232/191, 9-11=-1254/215 BOT CHORD 2-18=-96/1234, 16-18=-96/1234, 14-16=-69/1076, 13-14=-34/1220, 12-13=-7/801 WEBS 4-16=-250/144, 5-16=-12/397, 6-14=-37/458, 7-14=-363/129, 7-13=-538/91, 8-13=-79/727, 9-12=-32/763 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss C4 Truss Type Roof Special Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483970 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:05 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-jSrYGmTnHQ6uzwvbcZoR4WOu?zjdqiGPeRcLKgz50lq Scale = 1:57.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 122324 5x6 5x6 4x6 5x6 6x12 MT20HS 5x6 3x6 4x8 1.5x4 4x8 1.5x4 4x8 4x4 4x4 1.5x4 3x6 8-11-11 8-11-11 14-9-8 5-9-13 20-7-5 5-9-13 23-0-11 2-5-6 26-11-5 3-10-10 30-7-0 3-7-11 -0-10-8 0-10-8 4-7-10 4-7-10 8-11-11 4-4-2 14-9-8 5-9-13 20-7-5 5-9-13 23-0-11 2-5-6 26-11-5 3-10-10 30-7-0 3-7-11 31-10-0 1-3-0 1-0-96-10-65-2-137-0-61-9-16-10-68.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [7:0-3-1,Edge], [8:0-5-0,0-1-12], [9:0-3-0,0-1-15] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.83 0.74 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 0.07 0.06 (loc) 16-18 16-18 12 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 160 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 6-18,6-15: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-0 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 6-18, 6-15 REACTIONS.(lb/size)2=1269/0-3-8, 12=1302/0-3-8 Max Horz 2=153(LC 9) Max Uplift 2=-57(LC 10), 12=-75(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1594/240, 4-5=-1447/234, 5-6=-1171/229, 6-7=-1227/244, 7-8=-1517/270, 8-9=-1379/243, 9-10=-1133/183, 10-12=-1274/210 BOT CHORD 2-18=-131/1228, 16-18=-119/1442, 15-16=-119/1442, 14-15=-58/1357, 13-14=-23/762 WEBS 5-18=-20/479, 6-18=-447/116, 6-16=0/296, 6-15=-370/81, 7-15=-64/598, 8-15=-285/101, 8-14=-717/120, 9-14=-119/977, 9-13=-255/64, 10-13=-29/813 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss C5 Truss Type Roof Special Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483971 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:06 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-BfPxU6UP2kElb4UnAGJgcjx44N1VZ2oZs5Mus6z50lp Scale = 1:57.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 5x6 3x6 5x10 5x6 6x12 MT20HS 4x4 4x6 4x6 2x4 4x8 4x8 2x4 4x8 1.5x4 2x4 4x8 4x8 2x4 4x8 4x6 5x9 5x6 4x6 3-4-10 3-4-10 6-5-11 3-1-2 10-6-12 4-1-0 14-9-8 4-2-12 19-0-4 4-2-12 23-1-5 4-1-0 25-6-11 2-5-6 28-7-5 3-0-10 30-7-0 1-11-11 -0-10-8 0-10-8 3-4-10 3-4-10 6-5-11 3-1-2 10-6-12 4-1-0 14-9-8 4-2-12 19-0-4 4-2-12 23-1-5 4-1-0 25-6-11 2-5-6 28-7-5 3-0-10 30-7-0 1-11-11 31-10-0 1-3-0 1-0-95-2-73-6-135-4-61-9-15-2-78.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-3-1,Edge], [10:0-3-2,Edge], [11:0-5-0,0-1-14], [12:0-3-0,0-1-15], [15:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.74 0.89 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.38 0.10 0.14 (loc) 21-22 21-22 15 21-22 l/defl >999 >964 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 178 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 2-23: 2x6 SPF 1650F 1.5E WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 5-10, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-24, 9-18 REACTIONS.(lb/size)2=2146/0-3-8, 15=2014/0-3-8 Max Horz 2=119(LC 27) Max Uplift 2=-441(LC 10), 15=-336(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2669/710, 4-5=-2926/829, 5-6=-2418/718, 6-8=-3551/857, 8-9=-3551/857, 9-10=-2133/500, 10-11=-2627/586, 11-12=-930/242, 12-13=-1373/331, 13-15=-1894/426 BOT CHORD 2-25=-540/2124, 24-25=-540/2124, 22-24=-769/3286, 21-22=-769/3286, 19-21=-558/2976, 18-19=-558/2976, 17-18=-355/2271, 16-17=-357/2274 WEBS 4-25=-460/149, 4-24=-205/475, 5-24=-326/1299, 6-24=-1321/264, 6-22=0/347, 6-21=-83/402, 8-21=-265/110, 9-21=-265/872, 9-18=-1282/318, 10-18=-258/1264, 11-16=-1917/375, 12-16=-181/757, 13-16=-193/1266 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=441, 15=336. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 127 lb up at 8-1-4, and 114 lb down and 127 lb up at 10-1-4, and 114 lb down and 127 lb up at 12-1-4 on top chord, and 394 lb down and 257 lb up at 6-5-11, 57 lb down at 8-1-4, 57 lb down at 10-1-4, 57 lb down at 12-1-4, and 647 lb down and 124 lb up at 14-1-4, and 232 lb down and 115 lb up at 29-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 June 18,2019 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 1901615R Truss C5 Truss Type Roof Special Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483971 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:06 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-BfPxU6UP2kElb4UnAGJgcjx44N1VZ2oZs5Mus6z50lp LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 15-26=-20 Concentrated Loads (lb) Vert: 24=-394(F) 30=-77(F) 31=-77(F) 32=-77(F) 33=-28(F) 34=-28(F) 35=-28(F) 36=-647(F) 37=-232(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss CCG1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483972 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:07 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-frzJhSV1p2McCE3_kzqv9xTMtmZQIg9i5l5RPZz50lo Scale: 3/8"=1' 1 2 3 4 7 6 5 8 9 10 11 12 13 14 2x4 1.5x4 4x4 3x6 4x4 3x6 3-10-14 3-10-14 7-9-12 3-10-14 -1-4-13 1-4-13 3-10-14 3-10-14 7-9-12 3-10-14 1-2-95-3-66.25 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.29 0.08 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud 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)7=379/0-4-11, 5=403/Mechanical Max Horz 7=156(LC 11) Max Uplift 7=-125(LC 12), 5=-225(LC 9) Max Grav 7=392(LC 46), 5=436(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-357/187, 2-3=-364/138 BOT CHORD 5-6=-157/265 WEBS 2-6=-93/315, 3-5=-316/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=125, 5=225. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 114 lb up at 1-6-2, 58 lb down and 44 lb up at 2-2-15, 101 lb down and 116 lb up at 4-8-9, and 82 lb down and 95 lb up at 4-9-11, and 101 lb down and 125 lb up at 7-8-0 on top chord, and 3 lb up at 1-6-2, 22 lb down and 39 lb up at 2-2-15, 27 lb down and 22 lb up at 4-8-9, and 27 lb down and 31 lb up at 4-9-11, and 57 lb down and 18 lb up at 7-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Continued on page 2 June 18,2019 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 1901615R Truss CCG1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483972 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:07 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-frzJhSV1p2McCE3_kzqv9xTMtmZQIg9i5l5RPZz50lo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-76(F) 5=-28(F) 8=38(B) 10=-4(B) 12=3(B) 14=-20(F=-2, B=-18) 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 1901615R Truss CCG2 Truss Type Jack-Closed Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483973 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:08 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-71XhuoWfaLUTqOeAHhL8h80VrAwV18LrKPr?x?z50ln Scale = 1:16.5 1 2 3 5 4 6 2x4 1.5x4 4x4 3x6 1-4-15 1-4-8 -1-11-7 1-11-7 1-4-15 1-4-15 1-9-12-7-157.68 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.41 0.02 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=7/0-4-9, 4=30/Mechanical Max Horz 5=193(LC 9) Max Uplift 5=-138(LC 14), 4=-156(LC 16) Max Grav 5=369(LC 16), 4=84(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-365/151 WEBS 2-4=-240/255 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=138, 4=156. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 4 lb up at -1-11-7 , and 8 lb down and 4 lb up at -1-11-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-3=-20(F=40) Concentrated Loads (lb) Vert: 1=-12(F=-6, B=-6) Continued on page 2 June 18,2019 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 1901615R Truss CCG2 Truss Type Jack-Closed Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483973 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:08 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-71XhuoWfaLUTqOeAHhL8h80VrAwV18LrKPr?x?z50ln LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-0(F=30, B=30)-to-6=-8(F=26, B=26), 6=32(F=66, B=26)-to-2=9(F=54, B=14), 5=-21(F=-1, B=-1)-to-4=-37(F=-8, B=-8) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss CJ1 Truss Type Jack-Open Qty 3 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483974 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:08 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-71XhuoWfaLUTqOeAHhL8h80XWAt419erKPr?x?z50ln Scale = 1:29.8 1 2 5 4 3 1.5x4 3x6 3x6 4-11-12 4-11-12 -0-10-8 0-10-8 4-11-12 4-11-12 1-2-95-4-610.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.30 0.24 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >709 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=259/0-3-8, 3=137/Mechanical, 4=48/Mechanical Max Horz 5=132(LC 10) Max Uplift 3=-98(LC 10) Max Grav 5=259(LC 1), 3=146(LC 18), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss CJ1GR Truss Type Jack-Closed Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483975 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:09 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-bE4368XHLfcKSYDMrOsNEMZgJa1VmcJ?Z3aYTRz50lm Scale = 1:29.8 1 2 4 356 2x4 3x6 1.5x4 4x4 4-11-12 4-11-12 4-11-12 4-11-12 1-2-95-4-610.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.43 1.00 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 -0.00 0.04 (loc) 3-4 3-4 3 3-4 l/defl >936 >371 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)4=896/0-3-8, 3=667/Mechanical Max Horz 4=141(LC 7) Max Uplift 4=-50(LC 6), 3=-104(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=104. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 611 lb down and 55 lb up at 1-0-8, and 606 lb down and 56 lb up at 3-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-596(F) 6=-592(F) June 18,2019 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 1901615R Truss CJ2 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483976 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:10 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-3QeRJUXv6zkB4hoYP6OcnZ5ut_YEV3B8njK6?uz50ll Scale = 1:28.1 1 2 5 4 3 1.5x4 3x6 3x6 4-6-10 4-6-10 -0-10-8 0-10-8 4-6-10 4-6-10 1-2-95-0-24-6-55-0-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.25 0.20 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >935 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=243/0-3-8, 3=123/Mechanical, 4=44/Mechanical Max Horz 5=121(LC 10) Max Uplift 3=-89(LC 10), 4=-2(LC 10) Max Grav 5=243(LC 1), 3=132(LC 18), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss CJ3 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483977 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:10 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-3QeRJUXv6zkB4hoYP6OcnZ5w3_aAV3O8njK6?uz50ll Scale = 1:21.5 1 2 5 4 3 1.5x4 3x4 3x6 2-11-7 2-11-7 -0-10-8 0-10-8 2-11-7 2-11-7 1-2-93-8-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=183/0-3-8, 3=71/Mechanical, 4=28/Mechanical Max Horz 5=81(LC 10) Max Uplift 3=-52(LC 10), 4=-14(LC 10) Max Grav 5=183(LC 1), 3=77(LC 18), 4=56(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss CJ4 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483978 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:11 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-XcCpXqYYtGs2hrNlzpvrJne5oOxNEWlI0N3fYKz50lk Scale = 1:14.8 1 2 5 4 3 1.5x4 3x4 3x6 1-4-4 1-4-4 -0-10-8 0-10-8 1-4-4 1-4-4 1-2-92-4-21-10-52-4-210.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.01 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=135/0-3-8, 3=10/Mechanical, 4=12/Mechanical Max Horz 5=44(LC 7) Max Uplift 3=-32(LC 16), 4=-32(LC 10) Max Grav 5=170(LC 16), 3=13(LC 18), 4=34(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss CJ5 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483979 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:11 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-XcCpXqYYtGs2hrNlzpvrJne4vOvWEWJI0N3fYKz50lk Scale = 1:21.2 1 2 3 4 55x9 5x6 3-10-8 3-10-8 -0-10-8 0-10-8 3-10-8 3-10-8 1-0-93-7-98.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.16 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.02 0.02 (loc) 5-8 5-8 4 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=97/Mechanical, 2=211/0-3-8, 5=50/Mechanical Max Horz 2=92(LC 10) Max Uplift 4=-59(LC 10) Max Grav 4=102(LC 18), 2=211(LC 1), 5=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. June 18,2019 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 1901615R Truss CJ6 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483980 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:12 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-0pmCk9ZAea_vJ?yxWXQ4s_BGanHGzzZRF1pC4mz50lj Scale = 1:12.8 1 2 5 3 41.5x4 1.5x4 1-4-8 1-4-8 -0-10-8 0-10-8 1-4-8 1-4-8 1-0-91-11-98.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.10 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=136/0-3-8, 3=16/Mechanical, 4=7/Mechanical Max Horz 5=36(LC 7) Max Uplift 5=-2(LC 10), 3=-23(LC 10), 4=-4(LC 10) Max Grav 5=169(LC 16), 3=23(LC 18), 4=21(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. June 18,2019 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 1901615R Truss CJ7GR Truss Type Half Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483981 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:13 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-U?KayVaoPu6lx9W74ExJOCjQvBbKiPFaThYmcCz50li Scale = 1:16.8 1 2 3 6 5 47 1.5x4 2x4 4x4 5x6 3x6 3x4 1-5-11 1-5-11 2-7-12 1-2-1 1-5-11 1-5-11 2-7-12 1-2-1 1-6-52-9-110.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.07 0.17 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=562/0-3-8, 4=251/Mechanical Max Horz 6=69(LC 7) Max Uplift 6=-83(LC 6), 4=-96(LC 7) Max Grav 6=562(LC 1), 4=263(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-251/64 WEBS 2-5=-74/255 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 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) 612 lb down and 51 lb up at 0-8-8, and 83 lb down and 86 lb up at 1-5-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-29(F) 7=-596(B) June 18,2019 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 1901615R Truss CLAY1 Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483982 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:13 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-U?KayVaoPu6lx9W74ExJOCjR8BdWiOfaThYmcCz50li Scale = 1:54.9 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 103x4 4x4 3x6 3x6 13-10-13 13-10-13 15-1-10 1-2-13 8-2-3 8-2-3 15-1-10 6-11-6 8-6-41-3-712.50 12 12.50 12 Plate Offsets (X,Y)-- [9:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.05 0.03 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 5-14: 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 15-1-10. (lb) - Max Horz 1=157(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 16, 17, 13, 12, 10 except 9=-111(LC 9), 11=-130(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 14, 15, 16, 17, 13, 12, 10 except 9=253(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 16, 17, 13, 12, 10 except (jt=lb) 9=111, 11=130. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 10. June 18,2019 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 1901615R Truss CLAY2 Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483983 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:14 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-yBuy9raQABEcYJ5KexSYxPGbJbyFRo9kiLIJ8fz50lh Scale = 1:91.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 3x6 3x6 3x4 6x6 10-9-3 10-9-3 13-7-1 2-9-14 3-10-3 3-10-3 13-7-1 9-8-14 15-2-1011-2-811-2-812.50 12 18.75 12 12.50 12 Plate Offsets (X,Y)-- [3:0-2-3,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.09 0.06 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-15: 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 13-7-1. (lb) - Max Horz 1=-384(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16 except 11=-254(LC 11), 9=-126(LC 9), 15=-125(LC 9), 14=-170(LC 11), 13=-169(LC 11), 12=-162(LC 11), 10=-171(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 14, 13, 12, 10 except 9=338(LC 11), 15=422(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-232/265, 3-4=-282/322, 8-9=-406/325 BOT CHORD 1-16=-295/367, 15-16=-293/368, 14-15=-293/368, 13-14=-293/368, 12-13=-292/369, 11-12=-288/376 WEBS 3-15=-401/287 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 11=254, 9=126, 15=125, 14=170, 13=169, 12=162, 10=171. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 15, 16, 14, 13, 12. June 18,2019 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 1901615R Truss D1 Truss Type Common Qty 7 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483984 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:15 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-QOSKMBb2xVMTATgWCfznTdpi8?CQAI3tx?1sh5z50lg Scale = 1:38.7 1 2 3 4 5 6 7 817 18 5x9 5x6 5x6 4x6 5x9 5x6 7-8-8 7-8-8 15-5-0 7-8-8 -0-10-8 0-10-8 7-8-8 7-8-8 15-5-0 7-8-8 16-3-8 0-10-8 1-0-96-2-41-0-98.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-2], [6:0-6-10,0-0-2], [8:0-3-0,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.34 0.45 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.14 0.04 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)2=669/0-3-8, 6=669/0-3-8 Max Horz 2=-111(LC 8) Max Uplift 2=-52(LC 10), 6=-52(LC 11) Max Grav 2=699(LC 18), 6=699(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-733/108, 4-6=-733/108 BOT CHORD 2-8=-4/557, 6-8=-4/557 WEBS 4-8=0/362 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss D2 Truss Type Common Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483985 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:16 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-ua?iaXcgipUKocFilMU00qLtlPYbvkJ1AfnQDXz50lf Scale = 1:38.7 1 2 3 4 5 6 716 17 5x9 5x6 5x6 4x6 5x9 5x6 7-8-8 7-8-8 15-5-0 7-8-8 7-8-8 7-8-8 15-5-0 7-8-8 16-3-8 0-10-8 1-0-96-2-41-0-98.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-0-2], [5:0-6-10,0-0-2], [7:0-3-0,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.35 0.46 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.14 0.04 (loc) 7-10 7-10 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=615/Mechanical, 5=671/0-3-8 Max Horz 1=-107(LC 6) Max Uplift 1=-36(LC 10), 5=-52(LC 11) Max Grav 1=649(LC 18), 5=700(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-735/109, 3-5=-736/109 BOT CHORD 1-7=-4/559, 5-7=-4/559 WEBS 3-7=0/363 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss D3 Truss Type Common Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483986 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:16 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-ua?iaXcgipUKocFilMU00qLtQPZmvkK1AfnQDXz50lf Scale = 1:38.7 1 2 3 4 5 615 16 5x9 5x6 5x10 5x6 5x6 4x6 7-8-8 7-8-8 15-3-8 7-7-0 7-8-8 7-8-8 15-3-8 7-7-0 1-0-96-2-41-1-98.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-0-2], [6:0-3-0,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.37 0.45 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.07 -0.15 0.05 (loc) 6-9 6-9 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=612/Mechanical, 5=612/Mechanical Max Horz 1=99(LC 7) Max Uplift 1=-36(LC 10), 5=-36(LC 11) Max Grav 1=646(LC 17), 5=646(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-726/108, 3-5=-728/133 BOT CHORD 1-6=-13/546, 5-6=-13/546 WEBS 3-6=0/359 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss D4 Truss Type Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483987 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:17 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-MmZ5ntdIT6dBPmqvJ40FZ2u33otHeAlAOJWzl_z50le Scale = 1:34.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 24 5x6 5x6 5x9 4x4 4x6 4x6 2x4 4x4 4x8 4x6 2x4 5x9 4x4 3-5-14 3-5-14 6-8-3 3-2-6 8-8-13 2-0-10 11-11-2 3-2-6 15-5-0 3-5-14 -0-10-8 0-10-8 3-5-14 3-5-14 6-8-3 3-2-6 8-8-13 2-0-10 11-11-2 3-2-6 15-5-0 3-5-14 16-3-8 0-10-8 1-0-95-4-145-6-01-0-95-4-148.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-3], [6:0-3-0,0-2-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.31 0.49 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.02 0.03 (loc) 14 14-15 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except 2-0-0 oc purlins (5-9-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1081/0-3-8, 9=1083/0-3-8 Max Horz 2=-97(LC 8) Max Uplift 2=-293(LC 10), 9=-292(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1257/425, 4-5=-1246/495, 5-6=-1011/437, 6-7=-1257/497, 7-9=-1255/423 BOT CHORD 2-15=-317/989, 14-15=-317/989, 12-14=-310/1001, 11-12=-274/988, 9-11=-274/988 WEBS 5-14=-171/432, 6-12=-168/454 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=293, 9=292. 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) 118 lb down and 131 lb up at 7-8-8 on top chord, and 357 lb down and 219 lb up at 6-8-3, and 60 lb down at 7-8-8, and 357 lb down and 219 lb up at 8-8-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-10=-60, 16-20=-20 Continued on page 2 June 18,2019 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 1901615R Truss D4 Truss Type Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483987 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:17 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-MmZ5ntdIT6dBPmqvJ40FZ2u33otHeAlAOJWzl_z50le LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-30(F) 14=-357(F) 12=-357(F) 24=-82(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss DCG Truss Type Diagonal Hip Girder Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483988 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:18 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-qy7T?DexEQl21wP5tnXU5FRE0CJcNeSKdzGXHQz50ld Scale = 1:33.0 1 2 3 4 7 6 5 8 9 10 11 12 13 2x4 1.5x4 4x4 3x6 4x4 3x6 4-0-8 4-0-8 8-1-0 4-0-8 -1-5-10 1-5-10 4-0-8 4-0-8 8-1-0 4-0-8 1-2-95-5-16.25 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.30 0.10 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.00 (loc) 6-7 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud 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)7=413/0-4-11, 5=364/Mechanical Max Horz 7=161(LC 9) Max Uplift 7=-141(LC 12), 5=-187(LC 9) Max Grav 7=437(LC 46), 5=394(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-395/189, 2-3=-410/146 BOT CHORD 5-6=-170/298 WEBS 2-6=-112/351, 3-5=-355/192 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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 16.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=141, 5=187. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 86 lb up at 1-8-14, 68 lb down and 71 lb up at 1-9-5, 78 lb down and 98 lb up at 4-3-10, and 106 lb down and 121 lb up at 4-11-12, and 104 lb down and 127 lb up at 6-10-6 on top chord, and 19 lb down and 41 lb up at 1-8-14, 7 lb down and 11 lb up at 1-9-5, 18 lb down and 19 lb up at 4-3-10, and 28 lb down at 4-11-12, and 40 lb down and 28 lb up at 6-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Continued on page 2 June 18,2019 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 1901615R Truss DCG Truss Type Diagonal Hip Girder Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483988 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:18 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-qy7T?DexEQl21wP5tnXU5FRE0CJcNeSKdzGXHQz50ld LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-1(B) 8=29(B) 9=-8(F) 10=-42(B) 11=2(F) 12=-19(F) 13=-17(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 1901615R Truss DJ1 Truss Type Jack-Open Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483989 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-I9hrCZeZ_ktvf4_HRV2jeTzONccL67LTsd?4qsz50lc Scale: 3/8"=1' 1 2 5 4 3 1.5x4 3x6 3x6 5-1-12 5-1-12 -0-10-8 0-10-8 5-1-12 5-1-12 1-2-95-6-05-0-35-6-010.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.32 0.26 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.09 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >640 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=266/0-3-8, 3=142/Mechanical, 4=50/Mechanical Max Horz 5=136(LC 10) Max Uplift 3=-102(LC 10) Max Grav 5=266(LC 1), 3=151(LC 18), 4=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=102. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss DJ2 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483990 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-I9hrCZeZ_ktvf4_HRV2jeTzQBcen67TTsd?4qsz50lc Scale = 1:26.8 1 2 5 4 3 1.5x4 3x4 3x6 4-2-13 4-2-13 -0-10-8 0-10-8 4-2-13 4-2-13 1-2-94-8-1510.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.21 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) 4-5 4-5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=231/0-3-8, 3=113/Mechanical, 4=41/Mechanical Max Horz 5=113(LC 10) Max Uplift 3=-82(LC 10), 4=-4(LC 10) Max Grav 5=231(LC 1), 3=121(LC 18), 4=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss DJ3 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483991 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:20 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-nLFDQvfBl1?mGEZT_CZyAgWcW0?5raYc4HldMIz50lb Scale = 1:20.2 1 2 5 3 4 2x4 2x4 2-7-10 2-7-10 -0-10-8 0-10-8 2-7-10 2-7-10 1-2-93-4-152-11-23-4-1510.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.17 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=171/0-3-8, 3=60/Mechanical, 4=24/Mechanical Max Horz 5=73(LC 10) Max Uplift 3=-56(LC 10), 4=-6(LC 10) Max Grav 5=172(LC 16), 3=69(LC 18), 4=46(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss DJ4 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483992 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:20 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-nLFDQvfBl1?mGEZT_CZyAgWdX00ZraBc4HldMIz50lb Scale = 1:13.5 1 2 5 4 3 1.5x4 3x4 3x6 1-0-7 1-0-7 -0-10-8 0-10-8 1-0-7 1-0-7 1-2-92-0-151-7-22-0-1510.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=132/0-3-8, 3=-9/Mechanical, 4=9/Mechanical Max Horz 5=38(LC 9) Max Uplift 3=-51(LC 16), 4=-36(LC 10) Max Grav 5=179(LC 16), 3=8(LC 6), 4=28(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss DJ5 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483993 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:21 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-FXpbdEgpWL7duO8gYw4Bju2nCQKha1nmJxUBulz50la Scale = 1:21.8 1 2 3 4 55x9 5x6 4-1-0 4-1-0 -0-10-8 0-10-8 4-1-0 4-1-0 1-0-93-9-43-4-03-9-48.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-0-2] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.17 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.02 0.02 (loc) 5-8 5-8 4 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)4=104/Mechanical, 2=219/0-3-8, 5=51/Mechanical Max Horz 2=96(LC 10) Max Uplift 4=-63(LC 10) Max Grav 4=109(LC 18), 2=219(LC 1), 5=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss DJ6 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483994 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:22 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-jkN_qahRHeFUWXis6dbQG5bz3piYJU1vYbEkRBz50lZ Scale = 1:13.5 1 2 5 3 41.5x4 1.5x4 1-7-0 1-7-0 -0-10-8 0-10-8 1-7-0 1-7-0 1-0-92-1-41-8-02-1-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.10 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=140/0-3-8, 3=25/Mechanical, 4=10/Mechanical Max Horz 5=38(LC 7) Max Uplift 5=-2(LC 10), 3=-27(LC 10), 4=-3(LC 10) Max Grav 5=167(LC 16), 3=31(LC 18), 4=26(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. June 18,2019 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 1901615R Truss E1 Truss Type Common Qty 11 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483995 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:22 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-jkN_qahRHeFUWXis6dbQG5bvtpbMJFXvYbEkRBz50lZ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 101516171819 3x6 4x6 3x6 3x6 7-8-3 7-8-3 15-0-13 7-4-11 22-9-0 7-8-3 -1-3-0 1-3-0 5-10-0 5-10-0 11-4-8 5-6-8 16-11-0 5-6-8 22-9-0 5-10-0 24-0-0 1-3-0 1-6-511-0-11-6-510.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.37 0.50 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.18 0.03 0.02 (loc) 11-13 10-11 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-13,2-14,8-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)14=982/0-3-8, 10=982/0-3-8 Max Horz 14=-241(LC 8) Max Uplift 14=-67(LC 10), 10=-67(LC 11) Max Grav 14=1024(LC 18), 10=1023(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-316/162, 4-5=-969/247, 5-6=-967/247, 6-8=-316/162, 2-14=-381/195, 8-10=-381/195 BOT CHORD 13-14=-72/832, 11-13=0/599, 10-11=0/734 WEBS 5-11=-127/506, 5-13=-127/509, 4-14=-877/10, 6-10=-875/10 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) All plates are 4x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss E2 Truss Type Common Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483996 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:23 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-BwxM2wh32yNL7hH2gK7foJ84XDw22iC3nFzIzdz50lY Scale = 1:66.2 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 3x6 4x6 3x6 4x6 4x6 4x4 4x4 4x4 4x4 4x4 3x4 5x6 7-8-3 7-8-3 15-0-14 7-4-11 22-5-8 7-4-10 22-9-0 0-3-8 -1-3-0 1-3-0 5-10-0 5-10-0 11-4-8 5-6-8 16-11-0 5-6-8 22-5-8 5-6-8 22-9-0 0-3-8 1-6-511-0-10-5-810.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [9:0-3-0,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.38 0.47 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.02 0.02 (loc) 10-12 12-13 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-12,6-10,2-13,8-9: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)13=973/0-3-8, 9=884/0-3-8 Max Horz 13=235(LC 7) Max Uplift 13=-66(LC 10), 9=-41(LC 11) Max Grav 13=1012(LC 18), 9=929(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-320/161, 4-5=-950/246, 5-6=-953/242, 6-8=-254/132, 2-13=-383/194, 8-9=-251/120 BOT CHORD 12-13=-88/807, 10-12=-6/587, 9-10=-5/705 WEBS 5-12=-129/495, 5-10=-120/498, 4-13=-854/10, 6-9=-901/14 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss E3 Truss Type Hip Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483997 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:24 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-f6UkFGihpGVClrsFD2euLWgBedFqnDFC?vjrV4z50lX Scale = 1:55.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 111617181920 3x6 5x6 5x6 3x6 3x6 4x8 4x4 4x4 4x4 3x4 4x6 4x6 3x4 9-4-8 9-4-8 13-4-8 4-0-0 22-9-0 9-4-8 -1-3-0 1-3-0 4-10-0 4-10-0 9-4-8 4-6-8 13-4-8 4-0-0 17-11-0 4-6-8 22-9-0 4-10-0 24-0-0 1-3-0 1-6-59-2-29-4-11-6-59-2-210.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [6:0-3-0,0-2-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.61 0.56 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.03 0.01 (loc) 11-12 11-12 11 14 l/defl >999 >623 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-14,6-14,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)15=982/0-3-8, 11=982/0-3-8 Max Horz 15=207(LC 9) Max Uplift 15=-62(LC 10), 11=-62(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-277/100, 4-5=-819/188, 5-6=-560/186, 6-7=-819/188, 7-9=-277/100, 2-15=-339/148, 9-11=-338/148 BOT CHORD 14-15=-89/676, 12-14=0/559, 11-12=0/627 WEBS 5-14=-26/269, 6-12=-42/288, 4-15=-747/70, 7-11=-747/70 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss E4 Truss Type Hip Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483998 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:25 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-7J26TcjKaZd3N?RRnl97tkDL11cTWoLMEYSO1Wz50lW Scale = 1:47.3 1 2 3 4 5 6 11 10 9 8 712 6x6 6x6 3x4 3x6 4x4 4x8 6x6 3x4 6x6 7-4-8 7-4-8 15-4-8 8-0-0 22-9-0 7-4-8 -1-3-0 1-3-0 7-4-8 7-4-8 15-4-8 8-0-0 22-9-0 7-4-8 24-0-0 1-3-0 1-6-57-6-27-8-11-6-57-6-210.00 12 Plate Offsets (X,Y)-- [3:0-3-11,Edge], [4:0-3-11,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.70 0.47 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 0.02 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=982/0-3-8, 7=982/0-3-8 Max Horz 11=-175(LC 8) Max Uplift 11=-54(LC 10), 7=-54(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-973/148, 3-4=-646/181, 4-5=-973/149, 2-11=-917/187, 5-7=-916/187 BOT CHORD 10-11=-164/313, 8-10=-71/656 WEBS 3-10=0/252, 4-8=0/254, 2-10=-82/566, 5-8=-87/534 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss E5GR Truss Type Hip Girder Qty 1 Ply 2 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483999 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:26 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-bVcUgykyLtlv_90dLTgMQxmdcR1DFF4VTCCyayz50lV Scale = 1:42.0 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x6 5x6 2x4 4x6 4x8 4x8 2x4 4x4 4x4 4x8 4x4 2x4 4x4 5-4-8 5-4-8 9-3-15 3-11-7 13-5-1 4-1-3 17-4-8 3-11-7 22-9-0 5-4-8 -1-3-0 1-3-0 5-4-8 5-4-8 9-3-15 3-11-7 13-5-1 4-1-3 17-4-8 3-11-7 22-9-0 5-4-8 24-0-0 1-3-0 1-6-55-10-156-0-11-6-55-10-1510.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [3:0-3-0,0-2-1], [6:0-3-0,0-2-1], [7:0-1-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.20 0.18 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.01 0.03 (loc) 13 11-13 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 267 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)15=1637/0-3-8, 9=1637/0-3-8 Max Horz 15=141(LC 9) Max Uplift 15=-531(LC 10), 9=-531(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1757/700, 3-4=-1263/583, 4-5=-1677/729, 5-6=-1263/583, 6-7=-1757/701, 2-15=-1576/629, 7-9=-1576/630 BOT CHORD 13-14=-642/1677, 11-13=-642/1677, 10-11=-624/1677 WEBS 3-14=-322/786, 4-14=-705/296, 4-13=0/272, 5-11=0/275, 5-10=-706/293, 6-10=-322/786, 2-14=-481/1197, 7-10=-484/1198 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=531, 9=531. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 143 lb up at 7-4-8, 123 lb down and 143 lb up at 9-4-8, 123 lb down and 143 lb up at 11-4-8, and 123 lb down and 143 lb up at 13-4-8, and 123 lb down and 143 lb up at 15-4-8 on top chord, and 393 lb down and 284 lb up at 5-4-8, 58 lb down at 7-4-8, 58 lb down at 9-4-8, 58 lb down at 11-4-8, 58 lb down at 13-4-8, and 58 lb down at 15-4-8, and 393 lb down and 284 lb up at 17-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 June 18,2019 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 1901615R Truss E5GR Truss Type Hip Girder Qty 1 Ply 2 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37483999 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:27 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-3hAtuIla6BtmcJbqvABbz9IoMqNS_iKehsxV6Oz50lU LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 14=-367(F) 4=-78(F) 13=-37(F) 11=-37(F) 5=-78(F) 10=-367(F) 16=-78(F) 17=-78(F) 18=-78(F) 19=-37(F) 20=-37(F) 21=-37(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 1901615R Truss ECG Truss Type Diagonal Hip Girder Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484000 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:27 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-3hAtuIla6BtmcJbqvABbz9IloqPJ_kIehsxV6Oz50lU Scale = 1:36.4 1 2 3 4 7 6 5 8 9 10 11 2x4 1.5x4 3x4 3x6 4x4 3x6 3-8-14 3-8-14 7-5-11 3-8-14 -1-9-3 1-9-3 3-8-14 3-8-14 7-5-11 3-8-14 1-6-55-11-37.07 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.42 0.06 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud 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)7=363/0-4-9, 5=395/Mechanical Max Horz 7=174(LC 7) Max Uplift 7=-153(LC 10), 5=-256(LC 7) Max Grav 7=363(LC 1), 5=447(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-337/221, 2-3=-257/174 WEBS 2-6=-145/250, 3-5=-268/200 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=153, 5=256. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 109 lb up at 1-9-13, 58 lb down and 108 lb up at 1-10-14, 93 lb down and 117 lb up at 4-7-12, and 94 lb down and 119 lb up at 4-8-13, and 113 lb down and 139 lb up at 7-4-0 on top chord, and 20 lb down and 25 lb up at 1-9-13, 20 lb down and 24 lb up at 1-10-14, 25 lb down and 25 lb up at 4-7-12, and 25 lb down and 25 lb up at 4-8-13, and 69 lb down at 7-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 4=-96(F) 5=-42(F) 8=63(F=32, B=31) 10=10(F=5, B=5) 11=-3(F=-1, B=-2) June 18,2019 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 1901615R Truss EJ1 Truss Type Jack-Open Qty 5 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484001 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:28 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-YukF5elCtU?dESA0SuiqVMrv1EhdjCWowWh2erz50lT Scale = 1:34.5 1 2 5 3 4 4x4 3x4 5-4-8 5-4-8 -1-3-0 1-3-0 5-4-8 5-4-8 1-6-56-0-15-6-46-0-110.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.46 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.09 0.11 0.06 (loc) 4-5 4-5 3 4-5 l/defl >999 >656 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=302/0-3-8, 3=138/Mechanical, 4=57/Mechanical Max Horz 5=147(LC 10) Max Uplift 3=-113(LC 10) Max Grav 5=302(LC 1), 3=154(LC 18), 4=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-255/55 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=113. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss EJ2 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484002 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:28 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-YukF5elCtU?dESA0SuiqVMrwGEhpjCWowWh2erz50lT Scale = 1:33.8 1 2 5 3 4 4x4 3x4 5-2-11 5-2-11 -1-3-0 1-3-0 5-2-11 5-2-11 1-6-55-10-95-4-125-10-910.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.44 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.10 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >717 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=296/0-3-8, 3=134/Mechanical, 4=55/Mechanical Max Horz 5=143(LC 10) Max Uplift 3=-110(LC 10) Max Grav 5=296(LC 1), 3=149(LC 18), 4=95(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-251/55 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=110. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss EJ3 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484003 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:29 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-04IdJ_mqeo7UrclC0bD32aO6ce27Sfmx9AQcAHz50lS Scale = 1:24.3 1 2 5 3 4 3x4 3x4 3-2-11 3-2-11 -1-3-0 1-3-0 3-2-11 3-2-11 1-6-54-2-93-8-124-2-910.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.28 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=224/0-3-8, 3=72/Mechanical, 4=29/Mechanical Max Horz 5=92(LC 10) Max Uplift 3=-70(LC 10), 4=-8(LC 10) Max Grav 5=232(LC 16), 3=85(LC 18), 4=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss EJ4 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484004 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:29 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-04IdJ_mqeo7UrclC0bD32aO7pe3USfmx9AQcAHz50lS Scale: 3/4"=1' 1 2 5 3 42x4 3x4 1-2-11 1-2-11 -1-3-0 1-3-0 1-2-11 1-2-11 1-6-52-6-92-0-122-6-910.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=-13/Mechanical, 4=0/Mechanical Max Horz 5=51(LC 7) Max Uplift 3=-62(LC 16), 4=-20(LC 10) Max Grav 5=252(LC 16), 3=14(LC 8), 4=27(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss EJ5 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484005 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:30 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-UGs?WJnSP6FLTmKOaJlIanwHG2OIB605OqA9jjz50lR Scale = 1:24.5 1 2 5 3 4 3x4 3x4 3-3-7 3-3-7 -1-3-0 1-3-0 3-3-7 3-3-7 1-6-54-3-33-9-64-3-310.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.28 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=226/0-3-8, 3=74/Mechanical, 4=30/Mechanical Max Horz 5=94(LC 10) Max Uplift 3=-72(LC 10), 4=-8(LC 10) Max Grav 5=233(LC 16), 3=87(LC 18), 4=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss EJ6 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484006 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:31 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-yTPNjfo5APNC5wvb80GX7?TTISlxwZGEcUvjFAz50lQ Scale: 3/4"=1' 1 2 5 3 42x4 3x4 1-3-7 1-3-7 -1-3-0 1-3-0 1-3-7 1-3-7 1-6-52-7-32-1-62-7-310.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.20 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=181/0-3-8, 3=-8/Mechanical, 4=1/Mechanical Max Horz 5=52(LC 7) Max Uplift 3=-57(LC 16), 4=-19(LC 10) Max Grav 5=248(LC 16), 3=16(LC 8), 4=27(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss ELAY Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484007 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:31 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-yTPNjfo5APNC5wvb80GX7?TWTSmowXGEcUvjFAz50lQ Scale = 1:46.2 1 2 3 4 5 6 7 12 11 10 9 83x4 4x4 3x4 11-9-6 11-9-6 5-10-11 5-10-11 11-9-6 5-10-11 7-8-015.62 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.03 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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 11-9-6. (lb) - Max Horz 1=-152(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-138(LC 10), 12=-120(LC 10), 9=-137(LC 11), 8=-120(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 12, 9, 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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=138, 12=120, 9=137, 8=120. June 18,2019 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 1901615R Truss F1GR Truss Type Hip Girder Qty 1 Ply 2 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484008 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:34 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-M15WMhqzSKmnyOdAp8pEld5zAfk77qWgIS8NsUz50lN Scale = 1:58.3 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5x6 3x6 4x8 4x6 4x6 4x4 4x8 4x8 2x4 4x8 1.5x4 2x4 4x8 4x8 4x6 4x4 3x6 4x8 3x6 5x6 4x6 3-5-4 3-5-4 6-7-0 3-1-12 11-1-6 4-6-6 15-9-8 4-8-2 20-5-10 4-8-2 25-0-0 4-6-6 28-1-12 3-1-12 31-7-0 3-5-4 -1-3-0 1-3-0 3-5-4 3-5-4 6-7-0 3-1-12 11-1-6 4-6-6 15-9-8 4-8-2 20-5-10 4-8-2 25-0-0 4-6-6 28-1-12 3-1-12 31-7-0 3-5-4 32-10-0 1-3-0 1-6-56-11-07-0-21-6-56-11-010.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-1], [9:0-3-0,0-2-1], [13:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.29 0.31 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.15 0.04 0.07 (loc) 18 18 13 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 398 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 5-21,5-18,8-18,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,13-14. REACTIONS.(lb/size)23=2530/0-3-8, 13=2530/0-3-8 Max Horz 23=-160(LC 26) Max Uplift 23=-782(LC 10), 13=-782(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2539/914, 3-4=-2818/1090, 4-5=-2125/868, 5-6=-3231/1218, 6-8=-3231/1218, 8-9=-2125/868, 9-10=-2818/1090, 10-11=-2539/914, 2-23=-2459/885, 11-13=-2459/885 BOT CHORD 21-22=-696/1905, 19-21=-1036/2966, 18-19=-1036/2966, 16-18=-999/2965, 15-16=-999/2965, 14-15=-568/1889 WEBS 3-22=-685/259, 3-21=-280/512, 4-21=-509/1421, 5-21=-1446/500, 5-19=0/401, 5-18=-166/456, 6-18=-547/345, 8-18=-166/456, 8-16=0/399, 8-15=-1445/499, 9-15=-509/1421, 10-15=-280/513, 10-14=-685/259, 2-22=-615/1933, 11-14=-615/1933 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) 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. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=782, 13=782. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 18,2019 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 1901615R Truss F1GR Truss Type Hip Girder Qty 1 Ply 2 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484008 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:35 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-rEfuZ1rbDeueZXCMNsKTHre8w34MsGmqX6twOxz50lM NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 lb down and 160 lb up at 7-9-8, 144 lb down and 160 lb up at 9-9-8, 144 lb down and 160 lb up at 11-9-8, 144 lb down and 160 lb up at 13-9-8, 144 lb down and 160 lb up at 15-9-8, 144 lb down and 160 lb up at 17-9-8, 144 lb down and 160 lb up at 19-9-8, and 144 lb down and 160 lb up at 21-9-8, and 144 lb down and 160 lb up at 23-9-8 on top chord, and 481 lb down and 321 lb up at 6-7-0, 89 lb down at 7-9-8, 89 lb down at 9-9-8, 89 lb down at 11-9-8, 89 lb down at 13-9-8, 89 lb down at 15-9-8, 89 lb down at 17-9-8, 89 lb down at 19-9-8, 89 lb down at 21-9-8, and 89 lb down at 23-9-8, and 481 lb down and 321 lb up at 25-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-9=-60, 9-11=-60, 11-12=-60, 13-23=-20 Concentrated Loads (lb) Vert: 20=-44(B) 21=-445(B) 18=-44(B) 6=-122(B) 15=-445(B) 17=-44(B) 24=-122(B) 25=-122(B) 26=-122(B) 27=-122(B) 28=-122(B) 29=-122(B) 30=-122(B) 31=-122(B) 32=-44(B) 33=-44(B) 34=-44(B) 35=-44(B) 36=-44(B) 37=-44(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 1901615R Truss FCG Truss Type Diagonal Hip Girder Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484009 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:35 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-rEfuZ1rbDeueZXCMNsKTHre47361sIfqX6twOxz50lM Scale = 1:42.5 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 16 17 2x4 1.5x4 4x4 3x6 4x4 3x6 4-7-2 4-7-2 9-2-4 4-7-2 -1-9-3 1-9-3 4-7-2 4-7-2 9-2-4 4-7-2 1-6-56-11-47.07 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.53 0.14 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud 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)7=507/0-4-9, 5=473/Mechanical Max Horz 7=203(LC 9) Max Uplift 7=-154(LC 10), 5=-293(LC 7) Max Grav 7=534(LC 35), 5=545(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-496/233, 2-3=-480/223 BOT CHORD 5-6=-229/347 WEBS 2-6=-200/401, 3-5=-435/263 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=154, 5=293. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 75 lb up at 2-4-15, 78 lb down and 98 lb up at 3-7-6, 99 lb down and 127 lb up at 5-2-14, and 114 lb down and 146 lb up at 6-5-5, and 133 lb down and 171 lb up at 8-0-13 on top chord, and 17 lb down and 23 lb up at 2-4-15, 17 lb down and 23 lb up at 3-7-6, 29 lb down and 26 lb up at 5-2-14, and 36 lb down and 26 lb up at 6-5-5, and 55 lb down at 8-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Continued on page 2 June 18,2019 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 1901615R Truss FCG Truss Type Diagonal Hip Girder Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484009 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:35 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-rEfuZ1rbDeueZXCMNsKTHre47361sIfqX6twOxz50lM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-2(B) 11=-23(F) 12=-75(B) 13=4(B) 14=1(F) 15=-7(B) 16=-16(F) 17=-36(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 1901615R Truss FJ1 Truss Type Jack-Open Qty 9 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484010 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:36 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-JQDGnNrD_y0VBhnYwZriq2AF_TMMboczmmdUwNz50lL Scale = 1:40.1 1 2 5 4 3 1.5x4 4x6 3x6 6-7-0 6-7-0 -1-3-0 1-3-0 6-7-0 6-7-0 1-6-57-0-26-6-57-0-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.52 0.45 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.26 -0.01 0.00 (loc) 4-5 4-5 3 5 l/defl >750 >300 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=349/0-3-8, 3=182/Mechanical, 4=64/Mechanical Max Horz 5=177(LC 10) Max Uplift 3=-131(LC 10) Max Grav 5=349(LC 1), 3=195(LC 18), 4=129(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-284/20 WEBS 2-4=-133/254 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=131. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss FJ2 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484011 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:37 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-ncnf_jsrlF8MprMlUHNxNGjRLskPKGl7?QM1Spz50lK Scale = 1:36.0 1 2 5 3 44x6 3x4 5-7-11 5-7-11 -1-3-0 1-3-0 5-7-11 5-7-11 1-6-56-2-125-8-156-2-1210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.48 0.34 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.12 0.07 (loc) 4-5 4-5 3 4-5 l/defl >999 >565 n/a >954 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=312/0-3-8, 3=146/Mechanical, 4=60/Mechanical Max Horz 5=153(LC 10) Max Uplift 3=-118(LC 10) Max Grav 5=312(LC 1), 3=162(LC 18), 4=103(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-263/56 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=118. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss FJ3 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484012 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:37 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-ncnf_jsrlF8MprMlUHNxNGjU0smaKGl7?QM1Spz50lK Scale = 1:26.0 1 2 5 3 4 3x4 3x4 3-7-11 3-7-11 -1-3-0 1-3-0 3-7-11 3-7-11 1-6-54-6-124-0-154-6-1210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.31 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=238/0-3-8, 3=85/Mechanical, 4=35/Mechanical Max Horz 5=103(LC 10) Max Uplift 3=-78(LC 10), 4=-6(LC 10) Max Grav 5=238(LC 1), 3=98(LC 18), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss FJ4 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484013 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-FpL1B2tUWZGCR?xx2_uAvTGgOG8P3j?GD46a?Gz50lJ Scale = 1:17.6 1 2 5 3 42x4 3x4 1-7-11 1-7-11 -1-3-0 1-3-0 1-7-11 1-7-11 1-6-52-10-122-4-152-10-1210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.21 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=182/0-3-8, 3=13/Mechanical, 4=7/Mechanical Max Horz 5=57(LC 7) Max Uplift 3=-38(LC 10), 4=-16(LC 10) Max Grav 5=235(LC 16), 3=26(LC 18), 4=28(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss FJ5 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484014 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:38 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-FpL1B2tUWZGCR?xx2_uAvTGe_G693j?GD46a?Gz50lJ Scale = 1:29.0 1 2 5 3 4 3x4 3x4 4-4-7 4-4-7 -1-3-0 1-3-0 4-4-7 4-4-7 1-6-55-2-010.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.36 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.06 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=264/0-3-8, 3=108/Mechanical, 4=44/Mechanical Max Horz 5=121(LC 10) Max Uplift 3=-94(LC 10), 4=-2(LC 10) Max Grav 5=264(LC 1), 3=122(LC 18), 4=79(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss FJ6 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484015 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:39 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-j?uPPOu6HtO329W7ciPPShorngT5oAFPSkr8Xiz50lI Scale = 1:21.2 1 2 5 3 4 3x4 3x4 2-5-15 2-5-15 -1-3-0 1-3-0 2-5-15 2-5-15 1-6-53-7-410.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.23 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=201/0-3-8, 3=47/Mechanical, 4=19/Mechanical Max Horz 5=74(LC 10) Max Uplift 3=-56(LC 10), 4=-11(LC 10) Max Grav 5=228(LC 16), 3=60(LC 18), 4=42(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss G1 Truss Type Common Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484016 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:39 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-j?uPPOu6HtO329W7ciPPSholGgRFo9hPSkr8Xiz50lI Scale = 1:43.0 1 2 3 4 7 6 5 3x4 4x8 4x6 6x6 3x4 5x6 6-10-0 6-10-0 13-5-0 6-7-0 13-8-8 0-3-8 -0-10-8 0-10-8 6-10-0 6-10-0 13-5-0 6-7-0 13-8-8 0-3-8 1-2-96-10-140-3-810.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-2-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.58 0.31 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.10 0.01 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)7=589/0-3-0, 5=523/0-3-8 Max Horz 7=149(LC 7) Max Uplift 7=-41(LC 10), 5=-23(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-519/92, 3-4=-507/91, 2-7=-525/133, 4-5=-463/94 BOT CHORD 6-7=-185/347 WEBS 3-6=0/254 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss G2GR Truss Type Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484017 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:40 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-BBSnckvk2AWwgJ5J9Pwe_uL?54luXbxZhObh38z50lH Scale = 1:36.0 1 2 3 4 5 6 7 8 9 10 14 13 12 11 5x6 5x6 5x10 5x6 5x10 5x6 4x6 2x4 4x4 4x8 4x6 2x4 3-0-0 3-0-0 5-8-8 2-8-8 7-11-8 2-3-0 10-8-0 2-8-8 13-8-0 3-0-0 -0-10-8 0-10-8 3-0-0 3-0-0 5-8-8 2-8-8 7-11-8 2-3-0 10-8-0 2-8-8 13-8-0 3-0-0 14-6-8 0-10-8 1-2-95-10-85-11-101-2-95-10-810.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-1], [6:0-3-0,0-2-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.26 0.41 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.02 0.02 (loc) 13 13 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1024/0-3-0, 9=1024/0-3-0 Max Horz 2=105(LC 27) Max Uplift 2=-312(LC 10), 9=-312(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1017/397, 4-5=-1029/474, 5-6=-768/393, 6-7=-1037/477, 7-9=-1015/396 BOT CHORD 2-14=-271/772, 13-14=-271/772, 12-13=-286/792, 11-12=-220/722, 9-11=-220/722 WEBS 5-13=-147/402, 6-12=-146/404 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=312, 9=312. 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) 129 lb down and 152 lb up at 5-8-8, and 129 lb down and 152 lb up at 7-11-8 on top chord, and 361 lb down and 190 lb up at 5-8-8, and 361 lb down and 190 lb up at 7-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-10=-60, 15-19=-20 Continued on page 2 June 18,2019 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 1901615R Truss G2GR Truss Type Hip Girder Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484017 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:40 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-BBSnckvk2AWwgJ5J9Pwe_uL?54luXbxZhObh38z50lH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-91(B) 6=-91(B) 13=-333(B) 12=-333(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 1901615R Truss GCG Truss Type Diagonal Hip Girder Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484018 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:41 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-fO09q4vMpUenISfWj6RtX6t9NUAHG25iv2KFbbz50lG Scale = 1:36.1 1 2 3 4 7 6 5 8 9 10 11 2x4 1.5x4 3x6 4x4 4x4 3x6 3-11-11 3-11-11 7-11-6 3-11-11 -1-2-14 1-2-14 3-11-11 3-11-11 7-11-6 3-11-11 1-2-95-10-127.07 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.35 0.08 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud 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)7=405/0-3-14, 5=318/Mechanical Max Horz 7=169(LC 7) Max Uplift 7=-110(LC 6), 5=-174(LC 7) Max Grav 7=429(LC 35), 5=370(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-393/171, 2-3=-398/179 BOT CHORD 5-6=-174/284 WEBS 2-6=-151/326, 3-5=-348/195 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=110, 5=174. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 77 lb up at 2-4-9, 66 lb down and 79 lb up at 2-5-10, and 99 lb down and 124 lb up at 5-2-8, and 100 lb down and 126 lb up at 5-3-9 on top chord, and 11 lb down and 17 lb up at 2-4-9, 11 lb down and 18 lb up at 2-5-10, and 27 lb down and 22 lb up at 5-2-8, and 28 lb down and 22 lb up at 5-3-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 9=-11(F=-6, B=-5) 10=3(F=1, B=2) 11=-20(F=-11, B=-10) June 18,2019 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 1901615R Truss GJ1 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484019 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:42 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-7aaY1Qw_aomevcEiHqy64JQJ5tSK?X_s8i4o81z50lF Scale = 1:34.3 1 2 5 3 4 4x4 3x4 5-8-8 5-8-8 -0-10-8 0-10-8 5-8-8 5-8-8 1-2-95-11-105-5-135-11-1010.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.42 0.29 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.12 0.09 0.06 (loc) 4-5 4-5 3 4-5 l/defl >999 >540 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=287/0-3-0, 3=151/Mechanical, 4=63/Mechanical Max Horz 5=150(LC 10) Max Uplift 3=-116(LC 10) Max Grav 5=287(LC 1), 3=165(LC 18), 4=104(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=116. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. June 18,2019 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 1901615R Truss GJ2 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484020 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:42 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-7aaY1Qw_aomevcEiHqy64JQMjtUL?X_s8i4o81z50lF Scale = 1:24.5 1 2 5 3 4 3x4 2x4 3-8-3 3-8-3 -0-10-8 0-10-8 3-8-3 3-8-3 1-2-94-3-63-9-94-3-610.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.25 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.03 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=209/0-3-0, 3=91/Mechanical, 4=39/Mechanical Max Horz 5=99(LC 10) Max Uplift 3=-76(LC 10), 4=-2(LC 10) Max Grav 5=209(LC 1), 3=102(LC 18), 4=66(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss GJ3 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484021 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:43 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-cm8wFmxcL5uVXmpurXTLcXzZOHr2k_E?NMpLgTz50lE Scale = 1:16.2 1 2 5 3 4 2x4 2x4 1-8-3 1-8-3 -0-10-8 0-10-8 1-8-3 1-8-3 1-2-92-7-62-1-92-7-610.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=143/0-3-0, 3=29/Mechanical, 4=12/Mechanical Max Horz 5=50(LC 10) Max Uplift 3=-38(LC 10), 4=-9(LC 10) Max Grav 5=167(LC 16), 3=38(LC 18), 4=28(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss GJ4 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484022 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:43 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-cm8wFmxcL5uVXmpurXTLcXzXZHqek_E?NMpLgTz50lE Scale = 1:24.3 1 2 5 3 4 3x4 2x4 3-7-7 3-7-7 -0-10-8 0-10-8 3-7-7 3-7-7 1-2-94-2-123-8-154-2-1210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.24 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.03 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=207/0-3-0, 3=89/Mechanical, 4=38/Mechanical Max Horz 5=98(LC 10) Max Uplift 3=-75(LC 10), 4=-2(LC 10) Max Grav 5=207(LC 1), 3=100(LC 18), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss GJ5 Truss Type Jack-Open Qty 2 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484023 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:44 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-4ziIS6yE6P0M9wO5OF?a9kVk8hCJTRU9c0ZvCvz50lD Scale: 3/4"=1' 1 2 5 3 4 1.5x4 2x4 1-7-7 1-7-7 -0-10-8 0-10-8 1-7-7 1-7-7 1-2-92-6-1210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=141/0-3-0, 3=26/Mechanical, 4=11/Mechanical Max Horz 5=48(LC 10) Max Uplift 3=-37(LC 10), 4=-10(LC 10) Max Grav 5=167(LC 16), 3=36(LC 18), 4=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. June 18,2019 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 1901615R Truss PB1 Truss Type GABLE Qty 5 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484024 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:44 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-4ziIS6yE6P0M9wO5OF?a9kVi5hBzTR19c0ZvCvz50lD Scale = 1:18.5 1 2 3 4 5 6 2x4 2x4 1.5x4 5x6 0-9-2 0-9-2 6-7-7 5-10-5 7-2-4 0-6-13 4-3-12 4-3-12 7-2-4 2-10-8 0-4-72-10-80-1-100-5-30-1-108.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-5,Edge], [4:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud 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=186/5-10-5, 4=136/5-10-5, 6=197/5-10-5 Max Horz 2=-52(LC 8) Max Uplift 2=-33(LC 10), 4=-36(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Partially 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 10) Non Standard bearing condition. Review required. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. June 18,2019 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 1901615R Truss PB2 Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484025 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:45 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-Y9GgfSyttj8Dm4zHyyWphy2vy5XJCuEIqgISlMz50lC Scale = 1:14.4 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 1.5x4 1.5x4 0-9-2 0-9-2 6-7-7 5-10-5 7-2-4 0-6-13 2-0-13 2-0-13 5-9-12 3-9-0 7-2-4 1-4-8 0-4-71-2-91-4-80-1-100-5-30-1-101-0-158.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [6:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.06 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=149/5-10-5, 6=147/5-10-5, 8=223/5-10-5 Max Horz 2=-22(LC 8) Max Uplift 2=-23(LC 10), 6=-18(LC 11), 8=-11(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Partially 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 11) Non Standard bearing condition. Review required. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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 1901615R Truss PB3 Truss Type GABLE Qty 1 Ply 1 Sigma Builders - Jackson's Grant lot 29 (1901615) Job Reference (optional) I37484026 8.240 s Jun 8 2019 MiTek Industries, Inc. Tue Jun 18 14:27:46 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:vl2FpBj5_Sf54UogFJKbsyz57e9-0Lp2tozVe0G4OEYTWg12E9b2BVs1xL8R3K2?Hoz50lB Scale = 1:17.6 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 1.5x4 1.5x4 0-9-2 0-9-2 9-7-7 8-10-5 10-2-4 0-6-13 2-0-13 2-0-13 8-9-12 6-9-0 10-2-4 1-4-8 0-4-71-2-91-4-80-1-100-5-30-1-101-0-158.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-0,Edge], [6:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.16 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=200/8-10-5, 6=199/8-10-5, 8=360/8-10-5 Max Horz 2=-22(LC 8) Max Uplift 2=-24(LC 10), 6=-21(LC 6), 8=-24(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) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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; Partially 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) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8. 11) Non Standard bearing condition. Review required. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 18,2019 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