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HomeMy WebLinkAboutLEG31- TRUSS DETAILS16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A01 Truss Type Piggyback Base Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219345 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-fAqDTx7uHrKQdYvEOPkL1yAGPevzGRvNFCKOhczJD2W Scale = 1:87.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 31 32 33 34 35 36 37 38 39 40 41 6x8 6x6 4x4 2x4 4x4 4x4 5x6 5x6 4x4 4x8 4x4 4x4 2x4 4x8 2x4 8-6-14 8-6-14 17-0-7 8-5-8 20-4-8 3-4-1 25-10-8 5-6-0 34-8-9 8-10-1 43-2-2 8-5-8 51-9-0 8-6-14 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-11-2 5-10-11 28-9-14 5-10-11 34-8-9 5-10-11 40-4-4 5-7-11 45-11-15 5-7-11 51-9-0 5-9-1 52-7-8 0-10-8 0-6-1210-6-00-6-1210-6-07.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.30 0.41 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.17 0.04 0.03 (loc) 16-18 16-18 14 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 333 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-24,4-24,11-16,13-16: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 9-19, 11-18, 6-21, 5-21, 7-21 REACTIONS. (size) 1=0-3-8, 21=0-3-8 (req. 0-4-6), 14=0-3-8 Max Horz 1=-200(LC 10) Max Uplift 1=-57(LC 12), 21=-55(LC 12), 14=-119(LC 13) Max Grav 1=692(LC 33), 21=2786(LC 31), 14=1296(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-960/103, 2-4=-758/97, 4-5=0/527, 5-6=0/773, 6-7=0/773, 7-9=-252/160, 9-10=-789/213, 10-11=-973/208, 11-13=-1787/215, 13-14=-2022/218 BOT CHORD 1-24=-151/841, 22-24=-105/377, 21-22=-382/208, 19-21=-469/185, 18-19=-41/582, 16-18=-13/1231, 14-16=-106/1694 WEBS 2-24=-429/153, 4-24=-13/611, 4-22=-919/183, 5-22=-50/825, 7-19=-79/1297, 9-19=-1091/180, 9-18=-42/973, 11-18=-895/185, 11-16=-13/545, 13-16=-404/150, 6-21=-343/52, 5-21=-1349/105, 7-21=-1619/183 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) 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) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1, 55 lb uplift at joint 21 and 119 lb uplift at joint 14. 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A02 Truss Type Piggyback Base Qty 5 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219346 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-bYx_ud98oTa8ss2dVqmp7NFShRV0kILgiWpVlVzJD2U Scale = 1:91.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 33 34 35 36 37 38 39 40 41 4x6 6x8 4x6 6x6 6x10 4x6 4x6 3x4 3x4 8x12 4x8 6x10 4x4 2x4 4x4 4x4 6x6 5x6 5x6 8x8 6x8 4x6 2x4 5x9 2x4 4x6 8-6-14 8-6-14 17-0-7 8-5-8 20-4-8 3-4-1 25-10-8 5-6-0 34-8-9 8-10-1 36-4-8 1-7-15 42-11-0 6-6-8 49-5-8 6-6-8 51-9-0 2-3-8 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-11-2 5-10-11 28-9-14 5-10-11 34-8-9 5-10-11 36-4-8 1-7-15 42-11-0 6-6-8 49-5-8 6-6-8 51-9-0 2-3-8 52-7-8 0-10-8 0-6-1210-6-00-8-61-0-010-6-07.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [10:0-2-12,0-2-12], [13:0-5-0,Edge], [14:0-7-3,Edge], [15:0-8-7,0-0-0], [19:0-2-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.95 0.82 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.41 0.18 0.10 (loc) 14-18 14-18 15 14-18 l/defl >999 >911 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 356 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 13-16: 2x8 SP No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-20: 2x4 SPF No.2, 14-17: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 2-27,4-27,19-21,12-18: 2x4 SPF Stud WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 11-19 WEBS 1 Row at midpt 4-25, 9-22, 10-21, 12-19, 6-24, 5-24, 7-24 REACTIONS. (size) 1=Mechanical, 15=0-3-8, 24=0-3-8 (req. 0-5-10) Max Horz 1=-201(LC 10) Max Uplift 1=-179(LC 35), 15=-100(LC 13), 24=-18(LC 13) Max Grav 1=458(LC 33), 15=990(LC 31), 24=3569(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-512/676, 2-4=-309/808, 4-5=0/1457, 5-6=0/1728, 6-7=0/1728, 7-9=0/938, 9-10=-405/178, 10-11=-528/218, 11-12=-652/152, 12-14=-1535/158, 14-15=-659/98 BOT CHORD 1-27=-532/411, 25-27=-803/236, 24-25=-1134/265, 22-24=-1356/248, 21-22=-540/209, 11-19=-370/144, 18-19=-15/1322, 14-18=-16/1321, 14-17=-16/410 WEBS 2-27=-445/152, 4-27=-12/630, 4-25=-928/182, 5-25=-50/814, 7-22=-99/1512, 9-22=-1413/204, 9-21=-63/1322, 10-21=-930/54, 19-21=-31/524, 10-19=-105/968, 12-19=-1203/170, 12-18=0/355, 6-24=-369/52, 5-24=-1811/127, 7-24=-1820/200 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) 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A02 Truss Type Piggyback Base Qty 5 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219346 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:03 2020 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-bYx_ud98oTa8ss2dVqmp7NFShRV0kILgiWpVlVzJD2U NOTES- 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) WARNING: Required bearing size at joint(s) 24 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 1, 100 lb uplift at joint 15 and 18 lb uplift at joint 24. 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. 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A03 Truss Type Piggyback Base Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219347 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:05 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-Xx3kJIAOK4qs5AC?dFpHCoLshFD?CDGzAqIcqOzJD2S Scale = 1:77.7 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 3x6 6x8 3x6 6x6 2x4 5x6 3x6 3x4 1.5x4 3x4 4x4 4x4 4x4 3x4 3x64x8 1.5x4 3x6 3x6 4x8 3x6 8-6-14 8-6-14 17-0-7 8-5-8 20-4-8 3-4-1 25-10-8 5-6-0 34-8-9 8-10-1 42-3-0 7-6-7 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-11-2 5-10-11 28-9-14 5-10-11 34-8-9 5-10-11 40-4-4 5-7-11 42-3-0 1-10-12 0-6-1210-6-06-1-410-6-07.00 12 Plate Offsets (X,Y)-- [1:0-5-6,0-0-13], [1:0-0-11,0-0-6], [5:0-5-8,0-2-0], [10:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.66 0.59 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.35 0.03 0.04 (loc) 19-21 19-21 13 21-24 l/defl >999 >696 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 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* 2-21,12-13,11-13: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-19, 9-16, 9-14, 10-14, 6-17, 5-17, 7-17 REACTIONS. (size) 1=0-3-8, 13=0-3-8, 17=0-3-8 Max Horz 1=255(LC 11) Max Uplift 1=-46(LC 12), 13=-49(LC 8), 17=-131(LC 9) Max Grav 1=822(LC 30), 13=869(LC 28), 17=2235(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1213/114, 2-4=-986/116, 5-6=-27/470, 6-7=-27/470, 7-9=-318/146, 9-10=-482/171, 10-11=-580/157 BOT CHORD 1-21=-150/1035, 19-21=-96/560, 16-17=-295/134, 14-16=-85/490 WEBS 2-21=-418/155, 4-21=-19/602, 4-19=-908/184, 5-19=-53/881, 7-16=-36/897, 9-16=-661/135, 9-14=-51/380, 6-17=-269/59, 5-17=-1274/117, 7-17=-1269/144, 11-14=-27/431, 11-13=-854/120 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1, 49 lb uplift at joint 13 and 131 lb uplift at joint 17. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A04 Truss Type Piggyback Base Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219348 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:07 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-TJBUk_Cfsh4ZLTMOkgrlHDQDK2qVg6VGd8nivGzJD2Q Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 28 29 30 31 32 33 34 35 36 37 38 3x6 5x6 3x6 5x6 2x4 6x6 4x8 3x4 2x4 6x10 4x6 2x4 2x4 3x6 3x4 1.5x4 3x4 4x8 5x6 4x8 5x9 4x6 4x6 4x4 8-6-14 8-6-14 17-0-7 8-5-8 22-2-11 5-2-5 27-5-0 5-2-5 34-8-9 7-3-9 39-5-0 4-8-7 42-3-0 2-10-0 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-2-11 5-2-5 27-5-0 5-2-5 30-11-1 3-6-1 34-8-9 3-9-9 39-5-0 4-8-7 40-4-4 0-11-4 42-3-0 1-10-12 0-6-1210-6-06-1-41-0-010-6-07.00 12 Plate Offsets (X,Y)-- [1:0-5-6,0-0-13], [1:0-0-11,0-0-6], [5:0-3-0,0-1-12], [10:0-3-0,0-2-5], [13:Edge,0-1-8], [19:0-4-12,0-2-12], [21:0-3-0,0-1-12] 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 0.59 0.91 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.63 0.21 0.08 (loc) 22-24 22-24 13 22-24 l/defl >999 >804 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 246 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 2-24,19-21,12-13,11-15: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-7-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 8-19 WEBS 1 Row at midpt 4-22, 6-22, 6-21, 6-19, 12-13, 11-15, 9-17 REACTIONS. (size) 1=Mechanical, 13=0-3-8 Max Horz 1=255(LC 11) Max Uplift 1=-93(LC 12), 13=-21(LC 13) Max Grav 1=1908(LC 30), 13=1886(LC 35) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3224/350, 2-4=-3009/353, 4-5=-2283/354, 5-6=-1943/339, 6-8=-2209/342, 8-9=-2212/341, 9-10=-1401/260, 10-11=-1656/260, 13-15=-1848/221 BOT CHORD 1-24=-261/2704, 22-24=-206/2318, 21-22=-191/2135, 8-19=-440/99, 17-19=-160/1883, 16-17=-61/546, 15-16=-75/540 WEBS 2-24=-343/151, 4-24=-14/503, 4-22=-873/183, 5-22=-65/825, 6-22=-435/238, 6-21=-334/90, 19-21=-177/2086, 10-17=-21/546, 11-17=-71/1209, 11-15=-1853/226, 9-19=-71/893, 9-17=-1309/169 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 21 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A05 Truss Type Piggyback Base Qty 3 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219349 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:10 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-uutdM0EX9cS8Cx5zQoOSvs2kZGvJtWZiJ60NVbzJD2N Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 3x6 5x6 2x4 5x6 4x6 3x4 2x4 6x10 4x6 2x4 2x4 3x4 4x4 4x6 3x4 4x8 6x6 4x8 3x4 4x8 4x4 3x4 4x6 4-8-0 4-8-0 4-9-12 0-1-12 8-6-14 3-9-2 17-0-7 8-5-8 22-2-11 5-2-5 27-5-0 5-2-5 34-8-9 7-3-9 39-5-0 4-8-7 42-3-0 2-10-0 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-2-11 5-2-5 27-5-0 5-2-5 31-0-13 3-7-13 34-8-9 3-7-13 39-5-0 4-8-7 40-4-4 0-11-4 42-3-0 1-10-12 0-6-1210-6-06-1-41-0-010-6-07.00 12 Plate Offsets (X,Y)-- [1:0-5-6,0-0-13], [1:0-0-11,0-0-6], [5:0-3-0,0-1-12], [10:0-3-0,0-2-5], [13:Edge,0-1-8], [19:0-4-12,0-2-12] 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 0.53 0.71 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.39 0.14 0.05 (loc) 17-19 22-24 13 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 2-24,19-21,2-25,12-13,11-15: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-19 WEBS 1 Row at midpt 4-22, 6-22, 6-21, 9-17, 12-13, 11-15 REACTIONS. (size) 13=0-3-8, 25=0-3-8 Max Horz 25=255(LC 11) Max Uplift 13=-28(LC 13), 25=-104(LC 12) Max Grav 13=1686(LC 35), 25=2152(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-125/395, 2-4=-1233/126, 4-5=-1709/263, 5-6=-1446/261, 6-7=-1883/291, 7-9=-1886/290, 9-10=-1234/234, 10-11=-1465/230, 13-15=-1645/189 BOT CHORD 1-25=-258/143, 24-25=-246/387, 22-24=-218/1247, 21-22=-196/1739, 7-19=-451/102, 17-19=-161/1624, 16-17=-64/486, 15-16=-77/480 WEBS 2-24=-45/1095, 4-24=-763/155, 4-22=-143/349, 5-22=-17/534, 6-22=-662/153, 6-21=-256/89, 19-21=-182/1700, 6-19=-46/300, 9-19=-76/690, 9-17=-1095/173, 10-17=-9/460, 11-17=-72/1057, 2-25=-2089/286, 11-15=-1647/194 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 13 and 104 lb uplift at joint 25. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A06 Truss Type Piggyback Base Qty 3 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219350 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:12 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-qH_NniGnhEisRFELXDRw_H74k3YtLOS?nQVTaUzJD2L Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 3x6 5x6 2x4 5x6 4x6 3x4 2x4 6x10 4x6 2x4 2x4 3x4 3x4 4x6 3x4 4x8 5x6 4x8 4x4 5x9 4x6 4x64x4 1-5-8 1-5-8 1-7-4 0-1-12 8-6-14 6-11-10 17-0-7 8-5-8 22-2-11 5-2-5 27-5-0 5-2-5 34-8-9 7-3-9 39-5-0 4-8-7 42-3-0 2-10-0 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-2-11 5-2-5 27-5-0 5-2-5 31-0-13 3-7-13 34-8-9 3-7-13 39-5-0 4-8-7 40-4-4 0-11-4 42-3-0 1-10-12 0-6-1210-6-06-1-41-0-010-6-07.00 12 Plate Offsets (X,Y)-- [1:0-5-6,0-0-13], [1:0-0-11,0-0-6], [5:0-3-0,0-1-12], [10:0-3-0,0-2-5], [13:Edge,0-1-8], [19:0-4-12,0-2-12], [21:0-3-0,0-1-12] 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 0.55 0.83 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.52 0.19 0.06 (loc) 22-24 22-24 13 21 l/defl >999 >944 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 2-24,19-21,2-25,12-13,11-15: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-1 max.): 5-10. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-19 WEBS 1 Row at midpt 4-22, 6-22, 6-21, 6-19, 9-17, 2-25, 12-13, 11-15 REACTIONS. (size) 13=0-3-8, 25=0-3-8 Max Horz 25=255(LC 11) Max Uplift 13=-23(LC 13), 25=-96(LC 12) Max Grav 13=1832(LC 35), 25=1974(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2534/303, 4-5=-2127/333, 5-6=-1808/322, 6-7=-2121/331, 7-9=-2125/330, 9-10=-1356/254, 10-11=-1604/253, 13-15=-1793/214 BOT CHORD 24-25=-233/2041, 22-24=-209/2023, 21-22=-193/2028, 7-19=-451/102, 17-19=-159/1801, 16-17=-62/530, 15-16=-75/524 WEBS 2-24=-19/292, 4-22=-663/173, 5-22=-54/744, 6-22=-497/171, 6-21=-311/89, 19-21=-178/1981, 9-19=-74/850, 9-17=-1252/171, 10-17=-19/528, 11-17=-71/1167, 2-25=-2532/290, 11-15=-1798/219 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 13 and 96 lb uplift at joint 25. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A07 Truss Type Piggyback Base Qty 5 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219351 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:15 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-EsgWPjIg_94RIizwCL_dcvle5HbTYnaRTNj8BozJD2I Scale = 1:91.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 33 34 35 36 37 38 39 40 41 42 4x6 6x6 4x6 6x6 5x6 4x6 6x10 5x6 4x4 3x4 8x8 5x6 4x6 5x64x4 4x6 4x4 4x8 4x8 6x6 4x4 4x8 6x8 8x12 4x6 4x4 1-5-8 1-5-8 1-7-4 0-1-12 8-6-14 6-11-10 17-0-7 8-5-8 22-2-11 5-2-5 27-5-0 5-2-5 34-8-9 7-3-9 39-5-0 4-8-7 45-6-5 6-1-5 51-9-0 6-2-11 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-2-11 5-2-5 27-5-0 5-2-5 31-0-13 3-7-13 34-8-9 3-7-13 39-5-0 4-8-7 45-6-5 6-1-5 51-9-0 6-2-11 52-7-8 0-10-8 0-6-1210-6-00-6-121-0-010-6-07.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-9], [14:0-0-2,0-0-2], [16:0-3-8,0-3-0], [18:0-8-12,0-5-12], [20:0-2-4,0-4-4], [21: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 0.35 0.78 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.52 0.24 0.09 (loc) 19-20 19-20 14 19-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 352 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-21: 2x4 SPF No.2, 11-17: 2x4 SPF Stud WEBS 2x4 SPF No.2 *Except* 2-25,4-25,13-18,13-16,2-26: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-10-14 max.): 5-10. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 7-20 WEBS 1 Row at midpt 4-23, 6-23, 6-22, 9-20, 9-19, 11-19, 2-26 REACTIONS. (size) 14=0-3-8 (req. 0-3-11), 26=0-3-8 (req. 0-3-12) Max Horz 26=-200(LC 8) Max Uplift 14=-107(LC 13), 26=-92(LC 12) Max Grav 14=2342(LC 31), 26=2406(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-873/87, 2-4=-3274/377, 4-5=-2885/417, 5-6=-2467/395, 6-7=-3274/455, 7-9=-3279/455, 9-10=-2839/416, 10-11=-3300/447, 11-13=-4180/467, 13-14=-3985/404 BOT CHORD 1-26=-8/659, 25-26=-210/2688, 23-25=-174/2728, 22-23=-128/2878, 21-22=-32/289, 7-20=-456/100, 19-20=-142/3121, 18-19=-218/3487, 11-18=-29/845, 16-17=-15/321, 14-16=-261/3368 WEBS 2-25=-22/320, 4-23=-641/174, 5-23=-96/1089, 6-23=-915/166, 6-22=-470/77, 20-22=-97/2639, 6-20=-48/812, 9-20=-94/430, 9-19=-780/191, 10-19=-131/1352, 11-19=-1282/174, 16-18=-251/3113, 13-18=-105/420, 13-16=-609/132, 2-26=-2577/285 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) WARNING: Required bearing size at joint(s) 14, 26 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 14 and 92 lb uplift at joint 26. 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss A08 Truss Type Piggyback Base Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219352 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:18 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-fRLe2lKYG4T09AiVuUXKEYNAtUeul9kt9Lyon7zJD2F Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 30 31 32 33 34 35 36 37 38 39 40 4x6 6x6 4x6 6x6 4x6 4x6 6x10 4x6 4x6 4x8 4x8 2x4 5x6 5x64x6 1-5-8 1-5-8 1-7-4 0-1-12 8-6-14 6-11-10 17-0-7 8-5-8 25-10-8 8-10-1 34-8-9 8-10-1 43-2-2 8-5-8 51-9-0 8-6-14 5-9-1 5-9-1 11-4-12 5-7-11 17-0-7 5-7-11 22-11-2 5-10-11 28-9-14 5-10-11 34-8-9 5-10-11 40-4-4 5-7-11 45-11-15 5-7-11 51-9-0 5-9-1 52-7-8 0-10-8 0-6-1210-6-00-6-1210-6-07.00 12 Plate Offsets (X,Y)-- [1:0-1-6,0-0-9], [13:0-0-2,0-0-2] 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 0.31 0.67 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.45 0.18 0.08 (loc) 17-18 17-18 13 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 318 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-22,4-22,10-15,12-15,2-23: 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-1-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-20, 6-20, 6-18, 8-18, 8-17, 10-17, 2-23 REACTIONS. (size) 13=0-3-8 (req. 0-3-11), 23=0-3-8 (req. 0-3-12) Max Horz 23=-200(LC 8) Max Uplift 13=-106(LC 13), 23=-92(LC 12) Max Grav 13=2341(LC 31), 23=2407(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-880/85, 2-4=-3275/379, 4-5=-2928/416, 5-6=-2510/394, 6-8=-2990/431, 8-9=-2595/405, 9-10=-3025/428, 10-12=-3787/429, 12-13=-4014/431 BOT CHORD 1-23=-7/666, 22-23=-212/2690, 20-22=-174/2730, 18-20=-137/2925, 17-18=-141/2954, 15-17=-200/2983, 13-15=-288/3398 WEBS 2-22=-22/336, 4-20=-636/176, 5-20=-88/1140, 6-20=-884/178, 6-18=-27/343, 8-18=-114/252, 8-17=-770/185, 9-17=-94/1186, 10-17=-871/185, 10-15=-13/497, 12-15=-363/151, 2-23=-2571/289 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) Provide adequate drainage to prevent water ponding. 6) All plates are 4x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) WARNING: Required bearing size at joint(s) 13, 23 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 13 and 92 lb uplift at joint 23. 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss AGE1 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219353 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:22 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-XCb9t6N3KIzRen?G7JcGOOYw95Axh4gT4zw?wuzJD2B Scale = 1:89.9 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4243 44 45 46 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 4x6 4x6 4x6 4x6 4x6 4x6 8x8 8x8 4x64x6 51-9-0 51-9-0 -0-10-8 0-10-8 17-0-7 17-0-7 34-8-9 17-8-2 51-9-0 17-0-7 52-7-8 0-10-8 0-6-1210-6-00-6-1210-6-07.00 12 Plate Offsets (X,Y)-- [16:0-3-0,0-3-12], [31:0-3-0,0-3-12], [56:0-4-0,0-4-8], [75:0-4-0,0-4-8] 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-S 0.04 0.02 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 45 45 45 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 966 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 12-76,11-77,10-78,9-79,8-80,7-81,5-82,4-83,3-84,35-55,36-54,37-53 ,38-52,39-51,40-50,42-49,43-48,44-47: 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.): 16-31. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 23-65, 22-66, 21-68, 20-69, 19-70, 18-71, 17-72, 15-73, 14-74, 24-64, 25-63, 26-62, 28-61, 29-60, 30-59, 32-58, 33-57 REACTIONS. All bearings 51-9-0. (lb) - Max Horz 2=-203(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 65, 66, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45 Max Grav All reactions 250 lb or less at joint(s) 2, 65, 66, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45 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) Unbalanced snow loads have been considered for this design. 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) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 65, 66, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 64, 63, 62, 61, 60, 59, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 45. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss AGE2 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219354 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:28 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-MMyQ8ASqw8jbMiTQTajgeeoxeWDK5o9MSvNK8YzJD25 Scale = 1:89.6 Sheet Back Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4142 43 44 45 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 4x6 4x6 4x6 4x6 4x6 4x6 8x8 8x8 4x64x6 51-9-0 51-9-0 17-0-7 17-0-7 34-8-9 17-8-2 51-9-0 17-0-7 52-7-8 0-10-8 0-6-1210-6-00-6-1210-6-07.00 12 Plate Offsets (X,Y)-- [15:0-3-0,0-3-12], [30:0-3-0,0-3-12], [55:0-4-0,0-4-8], [74:0-4-0,0-4-8] 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-S 0.04 0.02 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 44 44 44 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 964 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 11-75,10-76,9-77,8-78,7-79,6-80,4-81,3-82,2-83,34-54,35-53,36-52 ,37-51,38-50,39-49,41-48,42-47,43-46: 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.): 15-30. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-64, 21-65, 20-67, 19-68, 18-69, 17-70, 16-71, 14-72, 13-73, 23-63, 24-62, 25-61, 27-60, 28-59, 29-58, 31-57, 32-56 REACTIONS. All bearings 51-9-0. (lb) - Max Horz 1=-200(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 63, 62, 61, 60, 59, 58, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 44 Max Grav All reactions 250 lb or less at joint(s) 1, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 44 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) Unbalanced snow loads have been considered for this design. 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) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 64, 65, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 63, 62, 61, 60, 59, 58, 56, 55, 54, 53, 52, 51, 50, 49, 48, 47, 46, 44. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss BGE1 Truss Type GABLE l l Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219355 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:30 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-Il4BZrU4RmzJb0cpb?l8j3t9KKpKZgRewDsQDRzJD23 Scale: 1/4"=1' Sheet Front Right Option 6-2-11 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 15 14 13 12 11 23 22 16 4x8 3x4 4x6 3x44x4 4x8 4x8 3x6 3x6 4x8 4x6 3x6 2x4 2x4 5x6 6-2-11 4-5-4 4-5-4 11-1-13 6-8-9 17-8-11 6-6-13 20-1-0 2-4-5 20-7-13 0-6-13 24-5-4 3-9-7 26-10-8 2-5-4 -0-10-8 0-10-8 4-5-4 4-5-4 11-1-13 6-8-9 15-2-13 4-1-0 17-8-11 2-5-14 24-5-4 6-8-9 26-10-8 2-5-4 27-9-0 0-10-8 0-11-125-5-02-11-125-5-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [3:0-6-4,0-1-12], [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-MS 0.54 0.37 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.15 0.02 0.03 (loc) 17-19 17-19 13 17-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-19,7-19,7-13: 2x4 SPF No.2, 15-22,22-23,5-23: 2x6 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-12 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. WEBS 1 Row at midpt 7-13 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS. All bearings 7-1-0 except (jt=length) 21=0-3-8, 16=0-3-8. (lb) - Max Horz 21=146(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 21, 15, 16 except 11=-403(LC 1), 13=-173(LC 7) Max Grav All reactions 250 lb or less at joint(s) 11, 15, 14, 12, 16 except 21=926(LC 1), 13=1415(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/146, 3-4=-961/207, 4-5=-961/207, 5-7=-854/184, 7-8=-37/251, 8-9=-64/414, 9-11=-80/409, 2-21=-888/166 BOT CHORD 19-20=-120/605, 17-19=-126/635, 16-17=-128/653, 15-16=-128/653, 14-15=-98/486, 13-14=-98/486 WEBS 3-19=-114/449, 4-19=-384/151, 19-23=-48/417, 7-23=-48/419, 7-13=-935/132, 8-13=-536/104, 9-13=-346/137, 2-20=-83/514 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 15, 16 except (jt=lb) 11=403, 13=173. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss C01 Truss Type Common Qty 6 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219356 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:32 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-F7Cx_XVKzND0rJmBiQocoUyZQ7V71SPxNXLXHJzJD21 Scale = 1:66.2 1 2 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 19 3x4 4x6 3x4 3x4 3x4 3x4 3x4 3x4 4x4 4x4 4x4 4x4 6-9-8 6-9-8 13-3-8 6-6-0 20-1-0 6-9-8 -0-10-8 0-10-8 5-2-0 5-2-0 10-0-8 4-10-8 14-11-0 4-10-8 20-1-0 5-2-0 20-11-8 0-10-8 0-11-1211-0-40-11-1212.00 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 0.31 0.35 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.15 0.02 0.01 (loc) 11-13 11-13 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-11,5-13: 2x4 SPF No.2, 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. (size) 14=0-3-8, 10=0-3-8 Max Horz 14=-233(LC 8) Max Uplift 14=-46(LC 10), 10=-46(LC 11) Max Grav 14=853(LC 1), 10=853(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-405/166, 3-5=-778/249, 5-7=-779/249, 7-8=-405/166, 2-14=-413/188, 8-10=-413/188 BOT CHORD 13-14=-68/650, 11-13=-6/451, 10-11=0/563 WEBS 5-11=-150/445, 7-11=-256/235, 5-13=-150/442, 3-13=-256/235, 3-14=-583/1, 7-10=-584/0 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 7) 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss CGE1 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219357 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:33 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-jKlJBtWykhMtSTLOG7JrKiVm4Xvwm315cB44pmzJD20 Scale = 1:69.5 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 43 41 42 40 44 45 3x4 3x4 3x4 4x4 3x4 3x4 3x43x4 10-0-8 10-0-8 20-1-0 10-0-8 -0-10-8 0-10-8 10-0-8 10-0-8 20-1-0 10-0-8 20-11-8 0-10-8 0-11-1211-0-40-11-1212.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [20:0-2-0,0-1-4], [22:Edge,0-2-8], [33:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.12 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 20 20 22 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 283 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 40, 41, 42, 43 REACTIONS. All bearings 20-1-0. (lb) - Max Horz 39=-232(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 32, 34, 35, 36, 37, 28, 27, 26, 25, 24 except 39=-201(LC 8), 22=-166(LC 9), 38=-283(LC 10), 23=-272(LC 11) Max Grav All reactions 250 lb or less at joint(s) 31, 29, 32, 34, 35, 36, 37, 38, 28, 27, 26, 25, 24, 23, 30 except 39=380(LC 10), 22=361(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/201, 19-20=-291/201 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 32, 34, 35, 36, 37, 28, 27, 26, 25, 24 except (jt=lb) 39=201, 22=166, 38=283, 23=272. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss D01 Truss Type Common Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219358 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:35 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-fit4cZYDGIcbinVmNYLJQ7a5sLS?ExNO3VZBuezJD2_ Scale = 1:39.8 1 2 3 4 5 6 7 8 15 16 5x6 5x9 4x4 1.5x41.5x4 5x6 9-7-9 9-7-9 19-3-2 9-7-9 -0-10-8 0-10-8 4-10-7 4-10-7 9-7-9 4-9-2 14-4-10 4-9-2 19-3-2 4-10-7 20-1-10 0-10-8 0-6-126-2-30-6-127.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [6:0-5-6,0-0-13], [6:0-0-11,0-0-6], [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.23 0.66 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.30 0.03 0.02 (loc) 8-14 8-14 6 8-11 l/defl >999 >768 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 WEDGE Left: 2x4 SPF Stud , Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=-119(LC 10) Max Uplift 2=-67(LC 12), 6=-67(LC 13) Max Grav 2=823(LC 1), 6=823(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1114/159, 3-4=-851/122, 4-5=-851/122, 5-6=-1114/159 BOT CHORD 2-8=-103/919, 6-8=-59/919 WEBS 4-8=-10/544, 5-8=-323/142, 3-8=-323/142 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) 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss D02 Truss Type Common Qty 5 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219359 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:36 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-7vRSpvYr1bkSJx4zxGsYyK7GvlpFzPbXI9JlP5zJD1z Scale = 1:38.4 1 2 3 4 5 6 7 8 17 18 5x6 3x4 5x6 3x4 5x9 4x4 1.5x41.5x4 9-3-0 9-3-0 18-6-0 9-3-0 4-9-4 4-9-4 9-3-0 4-5-12 13-8-12 4-5-12 18-6-0 4-9-4 0-9-76-2-30-9-77.00 12 Plate Offsets (X,Y)-- [8:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.21 0.59 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.25 0.03 0.02 (loc) 8-15 8-15 7 8 l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x4 SPF Stud -x 1-6-0, Right 2x4 SPF Stud -x 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-3-8, 7=0-3-8 Max Horz 1=104(LC 9) Max Uplift 1=-49(LC 12), 7=-49(LC 13) Max Grav 1=740(LC 1), 7=740(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-994/150, 3-4=-785/121, 4-5=-785/121, 5-7=-994/150 BOT CHORD 1-8=-103/812, 7-8=-75/812 WEBS 4-8=-16/488, 5-8=-260/135, 3-8=-260/135 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7. 7) 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss DGE1 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219360 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-b5?q1FZTovsJx4f9VzNnVYgRM87TirtgXo2IxXzJD1y Scale = 1:39.8 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 8 37 38 5x6 5x9 4x4 5x6 2x4 2x4 9-7-9 9-7-9 19-3-2 9-7-9 -0-10-8 0-10-8 4-10-7 4-10-7 9-7-9 4-9-2 14-4-10 4-9-2 19-3-2 4-10-7 20-1-10 0-10-8 0-6-126-2-30-6-127.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13], [6:0-5-6,0-0-13], [6:0-0-11,0-0-6], [8:0-4-8,0-3-0], [11:0-1-8,0-0-8], [24:0-1-8,0-0-8] 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 0.23 0.66 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.30 0.03 0.02 (loc) 8-36 8-36 6 8-33 l/defl >999 >768 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 WEDGE Left: 2x4 SPF Stud , Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=-119(LC 10) Max Uplift 2=-67(LC 12), 6=-67(LC 13) Max Grav 2=823(LC 1), 6=823(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1114/159, 3-4=-851/122, 4-5=-851/122, 5-6=-1114/159 BOT CHORD 2-8=-103/919, 6-8=-59/919 WEBS 4-8=-10/544, 5-8=-323/142, 3-8=-323/142 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) Unbalanced snow loads have been considered for this design. 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) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss E01 Truss Type Monopitch Qty 8 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219361 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:37 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-b5?q1FZTovsJx4f9VzNnVYgSb8GLivygXo2IxXzJD1y Scale = 1:14.4 1 2 3 5 4 3x6 2x4 3x4 1.5x4 -0-4-8 0-4-8 2-4-9 2-4-9 2-6-0 0-1-7 2-6-30-11-122-7-02-2-22-3-80-3-82-7-07.00 12 Plate Offsets (X,Y)-- [3:0-3-1,0-1-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.15 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 5 5 l/defl n/r n/r n/a L/d 120 90 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 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=0-1-8 Max Horz 3=121(LC 1), 4=-126(LC 22) Max Uplift 4=-31(LC 12) Max Grav 4=208(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. TRUSS IS ESPECIALLY DESIGNED FOR BEARING CONDITION AS SHOWN. THIS TRUSS MUST BE SUPPORTED BY THE ADEQUATE STRUCTURAL SUPPORT BY OTHERS. PROVIDE ADEQUATE LATERAL BRACING, BY OTHERS, TO THIS TRUSS TO PREVENT OUT-PLANE MOVEMENT OR OVER-TURNING OF TRUSS. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss EGE1 Truss Type GABLE Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219362 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:38 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-3HZCEba5ZD_AZEEL3gu01lCdKYcaRMCqlSorUzzJD1x Scale = 1:14.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 5 4 3x6 2x4 3x4 1.5x4 1.5x4 1.5x4 -0-4-8 0-4-8 2-4-8 2-4-8 2-6-0 0-1-8 2-6-20-11-122-7-02-2-12-3-80-3-82-7-07.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-1-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.15 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 5 5 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 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 4=0-1-8 Max Horz 3=121(LC 1), 4=-126(LC 22) Max Uplift 4=-31(LC 12) Max Grav 4=208(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Unbalanced snow loads have been considered for this design. 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) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 13) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. TRUSS IS ESPECIALLY DESIGNED FOR BEARING CONDITION AS SHOWN. THIS TRUSS MUST BE SUPPORTED BY THE ADEQUATE STRUCTURAL SUPPORT BY OTHERS. PROVIDE ADEQUATE LATERAL BRACING, BY OTHERS, TO THIS TRUSS TO PREVENT OUT-PLANE MOVEMENT OR OVER-TURNING OF TRUSS. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss PB01 Truss Type GABLE Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219363 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:40 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-0ghzfGbL5qEuoYNkA5xU7AIz7MJqvF17DmHyYszJD1v Scale: 3/8"=1' Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 1 23 24 13 4x4 3x4 3x4 17-8-2 17-8-2 8-10-1 8-10-1 17-8-2 8-10-1 5-1-140-1-60-1-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 17-8-2. (lb) - Max Horz 1=-96(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss PB02 Truss Type GABLE Qty 23 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219364 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:42 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-y2oj4ydcdRUc2sX6IWzyCbNIv9_GN8hQg4m3dkzJD1t Scale = 1:33.5 2 3 4 5 6 10 9 8 1 11 12 7 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-8-2 17-8-2 8-10-1 8-10-1 17-8-2 8-10-1 5-1-140-1-60-1-107.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 17-8-2. (lb) - Max Horz 1=-96(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 except 1=-149(LC 22), 7=-113(LC 23) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=329(LC 22), 6=323(LC 1), 9=252(LC 1), 10=366(LC 19), 8=366(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-279/141, 5-8=-279/141 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) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8 except (jt=lb) 1=149, 7=113. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss PB03 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219365 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:44 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-uRwUVees83kJH9hVPx?QH0SgRzglr2ki8OFAhdzJD1r Scale = 1:58.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 31 35 33 34 32 36 1 17 4x4 3x4 3x4 20-0-0 20-0-0 20-0-0 20-0-0 10-0-00-1-60-1-1012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.05 0.04 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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. JOINTS 1 Brace at Jt(s): 31, 32, 33, 34, 35 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1=189(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 17, 2, 16, 25, 26, 27, 28, 29, 30, 22, 21, 20, 19, 18 except 1=-152(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 17, 2, 16, 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18, 24 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-242/253, 2-3=-295/192, 15-16=-278/192 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) 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 2, 16, 25, 26, 27, 28, 29, 30, 22, 21, 20, 19, 18 except (jt=lb) 1=152. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss PB04 Truss Type GABLE Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219366 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:45 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-MdUsi_fUvMsAvJGhzfWfqE?pQN_7aTdsM2_jD3zJD1q Scale = 1:58.4 2 3 4 5 6 7 8 14 13 12 11 10 1 9 4x4 3x4 3x4 20-0-0 20-0-0 10-0-0 10-0-0 20-0-0 10-0-0 10-0-00-1-60-1-1012.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.16 0.21 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: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1=189(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 8 except 1=-130(LC 6), 13=-180(LC 10), 14=-142(LC 10), 11=-180(LC 11), 10=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8 except 12=362(LC 21), 13=435(LC 18), 14=279(LC 18), 11=435(LC 19), 10=276(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/161 WEBS 4-13=-293/229, 6-11=-293/229 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) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 8 except (jt=lb) 1=130, 13=180, 14=142, 11=180, 10=140. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V01 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219367 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:46 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-qq2EwKg6gg_1WTruXM2uMRX_OnKWJyh?bikHmVzJD1p Scale = 1:44.8 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 133x4 3x4 4x6 3x4 2x4 3x4 26-7-10 26-7-10 4-2-6 4-2-6 24-2-6 20-0-0 26-7-10 2-5-4 27-6-2 0-10-8 0-0-44-2-61-9-24-2-612.00 12 Plate Offsets (X,Y)-- [3:0-1-8,Edge], [7:0-0-0,0-1-12], [7:0-3-0,0-2-4], [8:0-1-4,0-0-0], [10:0-1-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.15 0.15 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 13 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 26-7-10. (lb) - Max Horz 1=98(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 13, 16, 18, 19, 15, 14, 20 Max Grav All reactions 250 lb or less at joint(s) 1 except 13=258(LC 1), 16=395(LC 2), 18=409(LC 2), 19=329(LC 2), 15=409(LC 2), 14=329(LC 2), 20=256(LC 18) 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13, 16, 18, 19, 15, 14, 20. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V02 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219368 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:47 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-I0cc7fhkR_6u8dQ443Z7vf493Agu2QV9qMTqIyzJD1o Scale = 1:43.2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 113x4 3x4 4x6 3x4 3x4 3x4 26-0-12 26-0-12 3-0-6 3-0-6 23-0-6 20-0-0 26-0-12 3-0-6 0-0-43-0-60-0-43-0-612.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [6:0-0-0,0-1-12], [6:0-3-0,0-2-4], [7:0-1-4,0-0-0], [9:0-1-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.15 0.14 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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.): 2-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 26-0-12. (lb) - Max Horz 1=-53(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 10, 13, 15, 16, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 13=321(LC 1), 15=319(LC 1), 16=304(LC 1), 12=319(LC 1), 11=304(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10, 13, 15, 16, 12, 11. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V03 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219369 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:48 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-nC9_L?iNCHFlmn?Gen4MRsdKka00nneI30DNqOzJD1n Scale = 1:71.3 1 2 3 4 5 6 7 8 9 14 13 12 11 101516 3x4 4x4 3x4 3x4 5x6 3x4 0-0-4 0-0-4 23-8-12 23-8-8 11-10-6 11-10-6 23-8-12 11-10-6 0-0-411-10-60-0-412.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.15 0.39 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: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. All bearings 23-8-4. (lb) - Max Horz 1=-223(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 13=-173(LC 10), 14=-165(LC 10), 11=-172(LC 11), 10=-165(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=388(LC 20), 13=489(LC 17), 14=407(LC 17), 11=489(LC 18), 10=407(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/183 WEBS 4-13=-284/222, 2-14=-273/207, 6-11=-283/222, 8-10=-273/207 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 13=173, 14=165, 11=172, 10=165. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V04 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219370 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:49 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-FPjMYLi?zbNcNwZTCUbb_49VS_LOWGXRHgyxNqzJD1m Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 814 153x4 4x4 3x4 3x40-0-4 0-0-4 21-4-12 21-4-8 10-8-6 10-8-6 21-4-12 10-8-6 0-0-410-8-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.14 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 4-10 REACTIONS. All bearings 21-4-4. (lb) - Max Horz 1=200(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-179(LC 10), 13=-139(LC 10), 9=-178(LC 11), 8=-139(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=355(LC 20), 12=492(LC 17), 13=322(LC 17), 9=492(LC 18), 8=322(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/160 WEBS 3-12=-292/229, 5-9=-292/228 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=179, 13=139, 9=178, 8=139. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V05 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219371 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-jbHllhjdkvVT?48fmC6qXHieLOhuFkXbWKiUvHzJD1l Scale = 1:57.7 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 19-0-8 19-0-8 19-0-12 0-0-4 9-6-6 9-6-6 19-0-12 9-6-6 0-0-49-6-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.18 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. All bearings 19-0-4. (lb) - Max Horz 1=-178(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-230(LC 10), 6=-230(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=332(LC 20), 8=543(LC 17), 6=543(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-367/280, 4-6=-367/280 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=230, 6=230. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V06 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219372 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:50 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-jbHllhjdkvVT?48fmC6qXHigsOhMFk_bWKiUvHzJD1l Scale = 1:50.9 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x41.5x4 1.5x4 1.5x4 1.5x4 0-0-4 0-0-4 16-8-12 16-8-8 8-4-6 8-4-6 16-8-12 8-4-6 0-0-48-4-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.15 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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 16-8-4. (lb) - Max Horz 1=155(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-196(LC 10), 6=-196(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=341(LC 20), 8=467(LC 17), 6=467(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-312/241, 4-6=-312/240 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=196, 6=196. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V07 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219373 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:51 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-Bnr7z1kFVCdKdEjrJvd33VFrFo1f_CBkl_R1RjzJD1k Scale = 1:45.8 1 2 3 4 5 8 7 69 103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-4 0-0-4 14-4-12 14-4-8 7-2-6 7-2-6 14-4-12 7-2-6 0-0-47-2-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-4-4. (lb) - Max Horz 1=-133(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-169(LC 10), 6=-169(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=333(LC 20), 8=380(LC 17), 6=380(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-272/210, 4-6=-272/210 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=169, 6=169. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V08 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219374 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-f_PVANltGWlBEOI1td9IcinzVBM6jg_uzeBbz9zJD1j Scale = 1:38.7 1 2 3 4 5 8 7 62x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-11-12 11-11-12 5-11-14 5-11-14 11-11-12 5-11-14 0-0-86-0-60-0-812.00 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-P 0.37 0.20 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 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 11-11-12. (lb) - Max Horz 1=-112(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-174(LC 10), 6=-174(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=339(LC 17), 6=339(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-283/214, 4-6=-283/214 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=174, 6=174. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V09 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219375 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:52 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-f_PVANltGWlBEOI1td9IcinzGBMEjgWuzeBbz9zJD1j Scale = 1:33.5 1 2 3 45 8 7 62x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-8-12 9-8-12 4-10-6 4-10-6 9-8-12 4-10-6 0-0-44-10-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.38 0.19 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 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 9-8-12. (lb) - Max Horz 1=-89(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-211(LC 17), 5=-199(LC 18), 8=-240(LC 10), 6=-240(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=450(LC 17), 6=449(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-388/297, 4-6=-388/297 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 1, 199 lb uplift at joint 5, 240 lb uplift at joint 8 and 240 lb uplift at joint 6. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V10 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219376 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:53 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-7AztOjlV1qt2sYtERKgX8wK7ibiOS8D1CIw8WbzJD1i Scale = 1:25.5 1 2 3 42x4 3x4 2x41.5x4 7-4-8 7-4-8 7-4-12 0-0-4 3-8-6 3-8-6 7-4-12 3-8-6 0-0-43-8-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.40 0.20 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 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. (size) 1=7-4-4, 3=7-4-4, 4=7-4-4 Max Horz 1=67(LC 7) Max Uplift 1=-31(LC 11), 3=-31(LC 11) Max Grav 1=165(LC 1), 3=165(LC 1), 4=222(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1 and 31 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V11 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219377 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-bMXFb3m7o7?vUiSQ?1Bmh7tM9?4LBbtBRygi22zJD1h Scale = 1:18.1 1 2 3 4 2x4 3x4 2x41.5x4 0-0-4 0-0-4 5-0-12 5-0-8 2-6-6 2-6-6 5-0-12 2-6-6 0-0-42-6-60-0-412.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.09 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-0-4, 3=5-0-4, 4=5-0-4 Max Horz 1=44(LC 9) Max Uplift 1=-20(LC 11), 3=-20(LC 11) Max Grav 1=109(LC 1), 3=109(LC 1), 4=147(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 20 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V12 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219378 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:54 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-bMXFb3m7o7?vUiSQ?1Bmh7tOA?4CBb9BRygi22zJD1h Scale = 1:9.6 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 2-8-12 2-8-8 1-4-6 1-4-6 2-8-12 1-4-6 0-0-41-4-60-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-8-4, 3=2-8-4 Max Horz 1=-22(LC 6) Max Uplift 1=-4(LC 11), 3=-4(LC 10) Max Grav 1=89(LC 1), 3=89(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1 and 4 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V13 Truss Type Valley Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219379 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:55 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-3Y5epPnmZR7m5r1cYli?ELPO9PNSw??KgcPFaUzJD1g Scale = 1:42.4 Sheet Front Full Sheathing 1 Ply 7/16" 4x8 OSB 1 2 3 4 5 6 7 11 10 9 8 12 16 14 15 13 4x6 3x6 4x4 3x6 4x6 1.5x4 5x6 1.5x4 5x6 1.5x4 1.5x4 1.5x4 0-11-8 0-11-8 3-3-8 2-4-0 4-3-0 0-11-8 -0-6-0 0-6-0 0-11-8 0-11-8 2-1-8 1-2-0 3-3-8 1-2-0 4-3-0 0-11-8 4-9-0 0-6-0 5-7-157-9-75-7-1512.00 12 Plate Offsets (X,Y)-- [8:Edge,0-2-0], [9:0-2-8,0-2-8], [9:0-1-12,0-0-0], [10:0-1-12,0-0-0], [10:0-0-0,0-2-8], [15:0-0-0,0-1-12], [16:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.72 0.29 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 6 6 8 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 12 REACTIONS. All bearings 4-3-0. (lb) - Max Horz 11=205(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 11=-550(LC 6), 8=-549(LC 7), 10=-513(LC 9), 9=-512(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 11=577(LC 9), 8=576(LC 8), 10=650(LC 8), 9=650(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-256/280, 2-3=-203/262, 5-6=-202/262, 6-8=-255/280 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 550 lb uplift at joint 11, 549 lb uplift at joint 8, 513 lb uplift at joint 10 and 512 lb uplift at joint 9. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V14 Truss Type Valley Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219380 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-Yle00koOKlFcj?cp6SDEmYycQpj2fSDTuG9o6wzJD1f Scale = 1:36.4 1 2 3 4 5 8 7 6 4x6 3x6 4x4 3x6 4x61.5x4 4-3-0 4-3-0 -0-6-0 0-6-0 2-1-8 2-1-8 4-3-0 2-1-8 4-9-0 0-6-0 4-5-156-7-74-5-1512.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-3-0,0-1-4], [6:Edge,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-R 0.50 0.20 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 4 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=4-3-0, 6=4-3-0, 7=4-3-0 Max Horz 8=171(LC 9) Max Uplift 8=-113(LC 6), 6=-113(LC 7) Max Grav 8=187(LC 19), 6=187(LC 18), 7=168(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 8 and 113 lb uplift at joint 6. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V15 Truss Type Valley Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219381 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:56 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-Yle00koOKlFcj?cp6SDEmYyfqplGfUuTuG9o6wzJD1f Scale = 1:30.4 1 2 3 4 5 8 7 6 3x4 3x4 4x4 3x4 3x4 1.5x4 4-3-0 4-3-0 -0-6-0 0-6-0 2-1-8 2-1-8 4-3-0 2-1-8 4-9-0 0-6-0 3-3-155-5-73-3-1512.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:0-2-0,0-1-4], [6:Edge,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-R 0.28 0.12 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=4-3-0, 6=4-3-0, 7=4-3-0 Max Horz 8=-138(LC 8) Max Uplift 8=-70(LC 6), 6=-70(LC 7) Max Grav 8=153(LC 19), 6=152(LC 18), 7=166(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 8 and 70 lb uplift at joint 6. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V16 Truss Type Valley Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219382 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:57 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-0xCOD4p042NTL9B?gAkTJmVtAC6ROx7d7wuMfNzJD1e Scale = 1:24.5 1 2 3 4 5 8 7 6 2x4 1.5x4 4x4 1.5x4 2x41.5x4 4-3-0 4-3-0 -0-6-0 0-6-0 2-1-8 2-1-8 4-3-0 2-1-8 4-9-0 0-6-0 2-1-154-3-72-1-1512.00 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-R 0.11 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 -0.00 (loc) 4 4 6 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 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=4-3-0, 6=4-3-0, 7=4-3-0 Max Horz 8=-105(LC 8) Max Uplift 8=-49(LC 10), 6=-48(LC 11) Max Grav 8=127(LC 19), 6=126(LC 18), 7=160(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 8 and 48 lb uplift at joint 6. THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V17 Truss Type Valley Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219383 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-U7mmRQperMVKyJlBEtFirz13zcSA7OsmMaevBpzJD1d Scale = 1:18.5 1 2 3 4 5 8 7 6 1.5x4 1.5x4 4x4 1.5x4 1.5x4 1.5x4 4-3-0 4-3-0 -0-6-0 0-6-0 2-1-8 2-1-8 4-3-0 2-1-8 4-9-0 0-6-0 0-11-153-1-70-11-1512.00 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-R 0.05 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 4 4 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 WEBS 2x4 SPF Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=4-3-0, 6=4-3-0, 7=4-3-0 Max Horz 8=-73(LC 8) Max Uplift 8=-45(LC 10), 6=-46(LC 11) Max Grav 8=136(LC 1), 6=136(LC 1), 7=122(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 8 and 46 lb uplift at joint 6. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V18 Truss Type Valley Qty 2 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219384 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:58 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-U7mmRQperMVKyJlBEtFirz12LcPv7O8mMaevBpzJD1d Scale = 1:12.6 1 2 3 2x4 2x4 2x4 0-0-4 0-0-4 3-10-13 3-10-9 1-11-7 1-11-7 3-10-13 1-11-7 0-0-41-11-70-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-10-5, 3=3-10-5 Max Horz 1=-33(LC 6) Max Uplift 1=-6(LC 10), 3=-6(LC 10) Max Grav 1=136(LC 1), 3=136(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 6 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V19 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219385 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-yKK8emqGcgdBaTKOnbnxOBa8X0lwsqMwaENTjFzJD1c Scale = 1:30.6 1 2 3 5 4 6 2x4 1.5x4 1.5x4 1.5x4 1.5x4 8-4-7 8-4-7 0-0-44-10-97.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.25 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=8-4-0, 4=8-4-0, 5=8-4-0 Max Horz 1=136(LC 9) Max Uplift 4=-20(LC 9), 5=-99(LC 12) Max Grav 1=130(LC 22), 4=138(LC 18), 5=406(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-307/167 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 4 and 99 lb uplift at joint 5. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V20 Truss Type GABLE Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219386 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:01:59 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-yKK8emqGcgdBaTKOnbnxOBa9w0ldsriwaENTjFzJD1c Scale = 1:23.3 1 2 3 5 4 6 2x4 1.5x4 1.5x41.5x4 1.5x4 6-4-7 6-4-7 0-0-43-8-97.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-4-7, 4=6-4-7, 5=6-4-7 Max Horz 1=101(LC 9) Max Uplift 1=-15(LC 10), 4=-17(LC 12), 5=-81(LC 12) Max Grav 1=46(LC 9), 4=138(LC 18), 5=327(LC 18) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1, 17 lb uplift at joint 4 and 81 lb uplift at joint 5. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V21 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219387 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:02:00 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-QWuXs6ruNzl2CdvaLIIAxO7IQQ4GbIe3pu70FizJD1b Scale = 1:15.6 1 2 3 4 2x4 1.5x4 1.5x4 4-4-7 4-4-7 0-0-42-6-97.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.50 0.31 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-4-0, 3=4-4-0 Max Horz 1=67(LC 9) Max Uplift 1=-9(LC 12), 3=-29(LC 12) Max Grav 1=155(LC 18), 3=160(LC 21) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 29 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V22 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219388 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:02:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-uiSv3SsW8HtvpmUmv0pPTcfZLqTLKluD2XsZo8zJD1a Scale = 1:9.7 1 2 3 2x4 1.5x4 1.5x4 2-4-7 2-4-7 0-0-41-4-97.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-4-0, 3=2-4-0 Max Horz 1=32(LC 9) Max Uplift 1=-4(LC 12), 3=-14(LC 12) Max Grav 1=75(LC 1), 3=77(LC 21) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1 and 14 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V23 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219389 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:02:01 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-uiSv3SsW8HtvpmUmv0pPTcfXGqS2KluD2XsZo8zJD1a Scale = 1:12.3 1 2 3 2x4 1.5x4 1.5x4 3-2-15 3-2-15 0-0-41-10-117.00 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-P 0.24 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-2-8, 3=3-2-8 Max Horz 1=47(LC 9) Max Uplift 1=-6(LC 12), 3=-21(LC 12) Max Grav 1=110(LC 1), 3=114(LC 21) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 1 and 21 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V24 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219390 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:02:02 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-Mv0HHos9vb?mRw3yTjKe0pCZXDi13C8MHBc7KazJD1Z Scale = 1:19.1 1 2 3 4 2x4 1.5x4 1.5x4 5-2-15 5-2-15 0-0-43-0-117.00 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-P 0.78 0.48 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-2-8, 3=5-2-8 Max Horz 1=82(LC 9) Max Uplift 1=-11(LC 12), 3=-36(LC 12) Max Grav 1=190(LC 18), 3=196(LC 21) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 36 lb uplift at joint 3. May 7,2020 05/18/20 Adam Schriner 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 20537 Truss V25 Truss Type Valley Qty 1 Ply 1 20537_DREES_LEG31_NM Job Reference (optional) I41219391 8.330 s Mar 23 2020 MiTek Industries, Inc. Wed May 6 13:02:03 2020 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:GbRJuPgmdJhMKeKmZ4nsARzJEw1-q5ZfU8tngu7d34e90QrtY1krhd6WofcVVrLgs0zJD1Y Scale = 1:26.6 1 2 3 5 4 6 2x4 1.5x4 1.5x41.5x4 1.5x4 7-2-15 7-2-15 0-0-44-2-117.00 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-P 0.37 0.21 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-2-8, 4=7-2-8, 5=7-2-8 Max Horz 1=116(LC 9) Max Uplift 1=-3(LC 8), 4=-18(LC 9), 5=-87(LC 12) Max Grav 1=88(LC 22), 4=141(LC 18), 5=352(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-266/150 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 1, 18 lb uplift at joint 4 and 87 lb uplift at joint 5. May 7,2020 05/18/20 Adam Schriner 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 platewidth measured perpendicularto 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.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths05/18/20 Adam Schriner