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HomeMy WebLinkAboutEcho7- Truss16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. January 11,2019 Galinski, John Pages or sheets covered by this seal: I35803225 thru I35803268 My license renewal date for the state of Indiana is July 31, 2020. 0-Plans Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: LYNDHURST 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 0-Plans Truss A1 Truss Type Common Qty 10 Ply 1 LYNDHURST Job Reference (optional) I35803225 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:23 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-?K7UXaVZWg3S0eJK6LXXl1SMbUPrFas8l7YiJ4zwVjs Scale = 1:75.5 1 2 3 4 5 6 7 8 9 12 11 1021222324 25 26 5x9 4x4 4x6 3x6 3x6 4x4 1.5x4 4x4 1.5x4 5x9 4x4 7-3-8 7-3-8 14-3-8 7-0-0 21-7-0 7-3-8 5-6-8 5-6-8 10-9-8 5-3-0 16-0-8 5-3-0 21-7-0 5-6-8 22-5-8 0-10-8 0-11-1211-9-40-11-1212.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.20 0.43 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.03 0.03 (loc) 10-12 10-12 8 12-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,3-12: 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)1=862/0-3-8, 8=917/0-3-8 Max Horz 1=-220(LC 6) Max Uplift 1=-40(LC 11), 8=-47(LC 11) Max Grav 1=922(LC 19), 8=963(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1027/138, 3-4=-950/277, 4-6=-948/276, 6-8=-1026/138 BOT CHORD 1-12=-85/780, 10-12=0/534, 8-10=-1/684 WEBS 4-10=-174/563, 6-10=-295/250, 4-12=-174/567, 3-12=-296/250 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 40 lb uplift at joint 1 and 47 lb uplift at joint 8. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss A1G Truss Type GABLE Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803226 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:26 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-Qvpd9cYRpbR0t62vnT4EMg4s0iVeS_baR5nNwPzwVjp Scale = 1:74.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 41 40 39 38 37 36 35 34 33 32 31 30 29 2827 26 25 24 23 22 45 43 44 425046 48 51 47 49 52 53 54 55 56 3x4 3x4 4x4 3x6 3x4 3x4 3x6 10-9-8 10-9-8 21-7-0 10-9-8 10-9-8 10-9-8 21-7-0 10-9-8 22-5-8 0-10-8 0-11-1211-9-40-11-1212.00 12 Plate Offsets (X,Y)-- [19:0-2-1,Edge], [36:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.26 0.17 0.18 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: 187 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 *Except* 8-33,12-29,7-34,6-35,13-28,14-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-34, 13-28 JOINTS 1 Brace at Jt(s): 42, 43, 44, 45, 46, 47 REACTIONS.All bearings 21-7-0. (lb) - Max Horz 41=-241(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 22, 33, 29, 34, 35, 37, 38, 39, 27, 26, 25, 24, 30, 32 except 41=-144(LC 26), 40=-286(LC 10), 28=-102(LC 11), 23=-278(LC 11) Max Grav All reactions 250 lb or less at joint(s) 33, 29, 34, 35, 37, 38, 39, 28, 27, 26, 25, 24, 23, 31, 30, 32 except 41=365(LC 10), 22=349(LC 21), 40=252(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-41=-263/133, 1-2=-343/203, 18-20=-342/208, 20-22=-272/140 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) 22, 33, 29, 34, 35, 37, 38, 39, 27, 26, 25, 24, 30, 32 except (jt=lb) 41=144, 40=286, 28=102, 23=278. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 45 lb up at 1-10-4, 149 lb down and 45 lb up at 3-10-4, 149 lb down and 45 lb up at 5-10-4, 149 lb down and 45 lb up at 7-10-4, 149 lb down and 45 lb up at 9-10-4, 149 lb down and 45 lb up at 11-10-4, 149 lb down and 45 lb up at 13-10-4, 149 lb down and 45 lb up at 15-10-4, and 149 lb down and 45 lb up at 17-10-4, and 149 lb down and 45 lb up at 19-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss A1G Truss Type GABLE Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803226 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:27 2019 Page 2 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-u5M?NyY3avZtVGc5LBbTvtd1m6rtBRrjglWwSrzwVjo LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-60, 10-20=-60, 20-21=-60, 22-41=-20 Concentrated Loads (lb) Vert: 36=-149 34=-149 38=-149 26=-149 30=-149 52=-149 53=-149 54=-149 55=-149 56=-149 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 0-Plans Truss B1G Truss Type Common Girder Qty 1 Ply 3 LYNDHURST Job Reference (optional) I35803227 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:28 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-MHwNaHZhLChk6QBIvu6iR5ABNV1Uwk_tvPGT_IzwVjn Scale = 1:69.6 1 2 3 4 5 6 10 9 8 7151617181920 3x6 4x4 4x8 5x6 3x6 4x6 4x8 10x10 5x6 5-4-4 5-4-4 10-5-0 5-0-12 13-11-0 3-6-0 -0-10-8 0-10-8 5-4-4 5-4-4 10-5-0 5-0-12 13-11-0 3-6-0 0-11-1211-4-127-10-1212.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-0-3], [3:0-1-8,0-2-0], [8:0-5-0,0-5-12], [9:0-6-0,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.33 0.78 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.01 0.03 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 339 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 3-9: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.(lb/size)2=7273/0-3-8 (req. 0-3-13), 7=8750/0-3-8 (req. 0-4-9) Max Horz 2=295(LC 9) Max Uplift 2=-308(LC 10), 7=-488(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6830/368, 3-5=-2818/283, 5-6=-2771/306, 6-7=-6287/384 BOT CHORD 2-9=-331/4737, 8-9=-331/4737 WEBS 3-9=-213/5796, 3-8=-4297/356, 5-8=-321/3562, 6-8=-281/4692 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) WARNING: Required bearing size at joint(s) 2, 7 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=308, 7=488. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2275 lb down and 103 lb up at 1-11-8, 2281 lb down and 104 lb up at 3-11-8, 2281 lb down and 104 lb up at 5-11-8, 2281 lb down and 104 lb up at 7-11-8, 1860 lb down and 107 lb up at 9-11-8, and 1860 lb down and 107 lb up at 11-11-8, and 2033 lb down and 111 lb up at 13-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss B1G Truss Type Common Girder Qty 1 Ply 3 LYNDHURST Job Reference (optional) I35803227 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:28 2019 Page 2 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-MHwNaHZhLChk6QBIvu6iR5ABNV1Uwk_tvPGT_IzwVjn LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 7=-2033 15=-2275(B) 16=-2281(B) 17=-2281(B) 18=-2281(B) 19=-1860(B) 20=-1860(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss B1SE Truss Type Common Structural Gable Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803228 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:30 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-Ig27?zbytqxSMjLg0J9AXWFZWJqQOnf9Mjla3AzwVjl Scale = 1:78.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 104344 45 46 4x4 4x6 4x8 4x4 4x8 4x4 3x6 4x6 4x8 5x6 2x4 2x4 2x4 2x4 2x4 2x4 7-0-4 7-0-4 13-9-0 6-8-12 13-11-0 0-2-0 20-9-4 6-10-4 -0-10-8 0-10-8 5-4-4 5-4-4 10-5-0 5-0-12 15-5-6 5-0-6 20-9-4 5-3-14 0-11-1211-4-121-0-812.00 12 Plate Offsets (X,Y)-- [2:0-5-1,0-0-4], [5:0-3-0,0-3-0], [6:0-3-0,0-0-9] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.22 0.31 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 -0.02 0.03 (loc) 10-37 10-37 9 10-37 l/defl >999 >683 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-13,7-10: 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 6-18: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-10 REACTIONS.All bearings 13-11-0 except (jt=length) 9=Mechanical. (lb) - Max Horz 2=213(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 13, 10, 11, 17 Max Grav All reactions 250 lb or less at joint(s) 11, 12, 14, 16, 17 except 9=457(LC 19), 2=433(LC 1), 13=256(LC 1), 10=395(LC 1), 10=395(LC 1), 2=433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-391/159, 4-6=-354/184, 6-7=-402/244, 7-9=-383/109 BOT CHORD 2-17=-109/287, 16-17=-109/287, 14-16=-109/287, 13-14=-109/287 WEBS 4-13=-265/40, 7-10=-313/238 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 studs spaced at 2-0-0 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 13, 10, 11, 17, 2. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss C1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803229 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:31 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-mscWCJbae73Jztwsa0gP3jolDjCy7EaJbNU7bdzwVjk Scale = 1:62.5 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x4 3x4 3x6 20-4-0 20-4-0 20-4-4 0-0-4 10-2-2 10-2-2 20-4-4 10-2-2 0-0-410-2-20-0-412.00 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 0.16 0.20 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: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 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 4-10 REACTIONS.All bearings 20-3-12. (lb) - Max Horz 1=-190(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-180(LC 10), 13=-131(LC 10), 9=-180(LC 11), 8=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=385(LC 20), 11=435(LC 17), 13=274(LC 17), 9=435(LC 18), 8=275(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-294/230, 5-9=-293/230 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) 11=180, 13=131, 9=180, 8=131. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1 Truss Type Piggyback Base Qty 2 Ply 1 LYNDHURST Job Reference (optional) I35803230 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:33 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-iFkGd?dq9lJ1DB4FhRit88t0XWnmb0?c2hzEgVzwVji Scale = 1:91.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 31 32 33 34 35 36 37 38 39 40 41 8x8 6x6 6x6 3x4 2x4 4x4 4x8 4x4 4x4 4x4 5x9 4x4 2x4 5-5-12 5-5-12 7-2-0 1-8-4 12-10-1 5-8-1 18-6-2 5-8-1 27-9-8 9-3-6 37-0-14 9-3-6 45-1-4 8-0-6 53-3-0 8-1-12 -0-10-8 0-10-8 7-2-0 7-2-0 12-10-1 5-8-1 18-6-2 5-8-1 24-8-6 6-2-4 30-10-10 6-2-4 37-0-14 6-2-4 42-5-2 5-4-4 47-9-6 5-4-4 53-3-0 5-5-10 54-1-8 0-10-8 0-4-123-4-910-0-00-6-1210-0-05.00 12 7.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-3-0], [9:0-3-4,0-3-0] 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 0.43 0.58 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.26 0.06 0.04 (loc) 18-20 18-20 15 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 315 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,3-23,3-22,4-22,10-15,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (5-1-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-20, 6-18, 7-17, 10-15 REACTIONS.All bearings 0-3-8 except (jt=length) 15=0-3-11 (input: 0-3-8). (lb) - Max Horz 2=201(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15, 13 except 2=-105(LC 42), 24=-115(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2 except 24=2097(LC 33), 15=2344(LC 33), 13=269(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-105/555, 3-4=-1933/262, 4-5=-1946/307, 5-6=-1640/299, 6-7=-1953/308, 7-9=-1176/245, 9-10=-1400/246, 10-12=-24/486, 12-13=-81/316 BOT CHORD 2-24=-475/97, 23-24=-102/701, 22-23=-99/698, 20-22=-125/1572, 18-20=-145/1996, 17-18=-120/1845, 15-17=0/470 WEBS 3-24=-2164/243, 3-22=-47/1071, 4-22=-403/78, 4-20=-302/287, 5-20=-28/600, 6-20=-645/160, 7-18=0/472, 7-17=-1211/150, 9-17=-2/350, 10-17=-64/1139, 10-15=-2061/253, 12-15=-466/145 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) 15 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 13 except (jt=lb) 2=105, 24=115. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1A Truss Type Piggyback Base Qty 3 Ply 1 LYNDHURST Job Reference (optional) I35803231 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:35 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-fdr02hf4hMZlSVEepskLEZyNkKWA3t6vW?SLkOzwVjg Scale = 1:85.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 31 32 33 34 35 36 37 38 39 40 6x8 6x6 3x4 4x4 4x4 4x8 2x4 2x4 4x8 5x9 4x4 2x4 3-0-0 3-0-0 3-3-8 0-3-8 11-0-6 7-8-14 16-2-2 5-1-13 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 42-9-4 8-0-6 50-11-0 8-1-12 5-10-9 5-10-9 11-0-6 5-1-13 16-2-2 5-1-13 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 39-10-10 5-1-13 45-0-7 5-1-13 50-11-0 5-10-9 51-9-8 0-10-8 0-6-1210-0-00-6-1210-0-07.00 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 0.32 0.40 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.18 0.07 0.04 (loc) 18-19 18-19 15 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 321 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* 2-24,2-23,4-23,10-15,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-9-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 6-19, 7-17, 10-15 REACTIONS.(lb/size)24=1809/0-3-8, 15=2103/0-3-8 (req. 0-3-11), 13=214/0-3-8 Max Horz 24=-190(LC 10) Max Uplift 24=-95(LC 12), 15=-57(LC 13), 13=-55(LC 13) Max Grav 24=2049(LC 31), 15=2351(LC 31), 13=276(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-131/273, 2-4=-2025/247, 4-5=-2004/304, 5-6=-2055/321, 6-7=-2055/321, 7-9=-1231/246, 9-10=-1450/248, 10-12=-31/451, 12-13=-72/300 BOT CHORD 23-24=-180/1271, 21-23=-142/1649, 19-21=-135/1704, 18-19=-121/1896, 17-18=-121/1896, 15-17=0/522 WEBS 2-24=-2257/365, 2-23=-3/616, 4-21=-376/184, 5-21=-34/470, 5-19=-146/641, 6-19=-664/143, 7-19=-48/340, 7-18=0/311, 7-17=-1235/142, 9-17=-4/369, 10-17=-73/1116, 10-15=-2054/244, 12-15=-474/147 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) 15 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 15, 13. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1B Truss Type Piggyback Base Qty 2 Ply 1 LYNDHURST Job Reference (optional) I35803232 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:38 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-3CX9gihz_HxJJyyDU?I2rCasUXUxGGBLCzh?LjzwVjd Scale = 1:92.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 39 40 41 8x8 6x6 6x8 4x4 2x4 4x8 4x8 2x4 2x4 4x8 4x4 4x4 4x4 2x4 5x6 5-5-12 5-5-12 7-2-0 1-8-4 12-10-1 5-8-1 18-6-2 5-8-1 24-8-15 6-2-13 30-10-1 6-1-1 37-0-14 6-2-13 45-1-4 8-0-6 53-3-0 8-1-12 -0-10-8 0-10-8 7-2-0 7-2-0 12-10-1 5-8-1 18-6-2 5-8-1 24-8-15 6-2-13 30-10-1 6-1-1 37-0-14 6-2-13 42-5-2 5-4-4 47-9-6 5-4-4 53-3-0 5-5-10 54-1-8 0-10-8 0-4-123-4-910-0-00-6-1210-0-05.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-5-12,Edge], [9:0-5-4,0-3-0], [13:0-0-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.48 0.58 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.35 0.12 0.06 (loc) 18-19 15-17 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 327 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-25,3-24,3-23,4-23,10-15,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-0-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 6-21, 7-18, 10-17 REACTIONS.(lb/size)2=-74/0-3-8, 25=2506/0-3-8 (req. 0-4-4), 13=1933/0-3-8 Max Horz 2=201(LC 11) Max Uplift 2=-257(LC 42), 25=-107(LC 12), 13=-105(LC 13) Max Grav 2=143(LC 36), 25=2694(LC 33), 13=2176(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-92/941, 3-4=-2331/300, 4-5=-2456/367, 5-6=-2110/352, 6-7=-2815/417, 7-9=-2815/417, 9-10=-2825/405, 10-12=-3473/402, 12-13=-3705/404 BOT CHORD 2-25=-834/139, 24-25=-103/607, 23-24=-106/614, 21-23=-101/1917, 19-21=-114/2715, 18-19=-114/2715, 17-18=-90/2413, 15-17=-186/2720, 13-15=-267/3133 WEBS 3-25=-2742/298, 3-23=-91/1532, 4-23=-585/112, 4-21=-166/423, 5-21=-58/849, 6-21=-1137/143, 6-19=0/338, 6-18=-55/323, 7-18=-665/144, 9-18=-164/736, 9-17=-43/894, 10-17=-842/172, 10-15=-9/485, 12-15=-362/143 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) 25 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=257, 25=107, 13=105. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1C Truss Type Piggyback Base Qty 2 Ply 1 LYNDHURST Job Reference (optional) I35803233 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:40 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-?bfv5OiDWuC1YG6bcPKWxdfFaLBQkBQefHA6PbzwVjb Scale = 1:85.7 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 41 6x6 6x8 4x4 2x4 4x4 4x8 4x8 2x4 2x4 5x9 2x4 8-1-12 8-1-12 16-2-2 8-0-6 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 42-9-4 8-0-6 50-11-0 8-1-12 5-5-10 5-5-10 10-9-14 5-4-4 16-2-2 5-4-4 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 40-1-2 5-4-4 45-5-6 5-4-4 50-11-0 5-5-10 51-9-8 0-10-8 0-6-1210-0-00-6-1210-0-07.00 12 Plate Offsets (X,Y)-- [9:0-5-4,0-3-0] 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 0.32 0.52 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.29 0.10 0.06 (loc) 21-23 21-23 15 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 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* 2-23,4-23,10-15,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-9-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 6-21, 6-18, 7-18, 9-17, 10-15 REACTIONS.(lb/size)1=1663/Mechanical, 15=2348/0-3-8 (req. 0-4-2), 13=115/0-3-8 Max Horz 1=-190(LC 8) Max Uplift 1=-87(LC 12), 15=-47(LC 13), 13=-128(LC 44) Max Grav 1=1880(LC 31), 15=2647(LC 31), 13=199(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3254/359, 2-4=-3019/356, 4-5=-2377/355, 5-6=-2033/340, 6-7=-2030/330, 7-9=-2030/330, 9-10=-1512/261, 10-12=-19/710, 12-13=-49/458 BOT CHORD 1-23=-230/2750, 21-23=-158/2318, 19-21=-151/2281, 18-19=-151/2281, 17-18=-47/1262, 15-17=-4/436, 13-15=-344/69 WEBS 2-23=-378/143, 4-23=-10/504, 4-21=-848/174, 5-21=-57/845, 6-21=-480/177, 6-19=0/312, 6-18=-541/54, 7-18=-668/144, 9-18=-138/1404, 9-17=-834/136, 10-17=-69/1289, 10-15=-2298/284, 12-15=-469/146 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) 15 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15 except (jt=lb) 13=128. 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1D Truss Type Piggyback Base Qty 3 Ply 1 LYNDHURST Job Reference (optional) I35803234 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:42 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-y_mgW4kT2WSloZG_jqN_02lao9s1C8Gw7afDUUzwVjZ Scale = 1:88.2 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 41 4x6 6x6 4x6 6x8 4x6 5x6 4x6 4x4 2x4 4x4 4x8 4x8 2x4 2x4 4x8 4x4 4x4 4x4 2x4 4x6 5x6 4x6 8-1-12 8-1-12 16-2-2 8-0-6 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 42-9-4 8-0-6 50-11-0 8-1-12 5-5-10 5-5-10 10-9-14 5-4-4 16-2-2 5-4-4 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 40-1-2 5-4-4 45-5-6 5-4-4 50-11-0 5-5-10 51-9-8 0-10-8 0-6-1210-0-00-6-1210-0-07.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [9:0-5-4,0-3-0], [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 0.33 0.64 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.47 0.19 0.09 (loc) 18-19 18-19 13 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 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* 2-23,4-23,10-15,12-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-10 max.): 5-9. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-21, 6-21, 6-18, 7-18, 10-17 REACTIONS.(lb/size)1=2036/Mechanical, 13=2090/0-3-8 (req. 0-3-11) Max Horz 1=-190(LC 10) Max Uplift 1=-84(LC 12), 13=-100(LC 13) Max Grav 1=2301(LC 31), 13=2355(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4050/440, 2-4=-3819/437, 4-5=-3141/438, 5-6=-2699/412, 6-7=-3193/457, 7-9=-3193/457, 9-10=-3149/438, 10-12=-3811/434, 12-13=-4041/436 BOT CHORD 1-23=-298/3429, 21-23=-216/3020, 19-21=-166/3193, 18-19=-166/3193, 17-18=-119/2695, 15-17=-215/3018, 13-15=-295/3419 WEBS 2-23=-359/143, 4-23=-10/480, 4-21=-836/174, 5-21=-99/1233, 6-21=-918/169, 6-19=0/310, 7-18=-666/144, 9-18=-166/929, 9-17=-43/893, 10-17=-837/172, 10-15=-10/473, 12-15=-352/144 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) 13 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 100 lb uplift at joint(s) 1, 13. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1E Truss Type Piggyback Base Qty 6 Ply 1 LYNDHURST Job Reference (optional) I35803235 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:43 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-QAK2kQl6ppacPjrAHYuDYFHdYY9cxbB4LEOm0wzwVjY Scale = 1:63.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 21 22 23 24 25 26 27 3x4 5x6 3x6 4x6 3x6 3x6 6x8 1.5x4 4x8 1.5x4 4x8 4x4 4x4 1.5x4 5x6 3x6 5-6-1 5-6-1 10-10-5 5-4-5 16-4-6 5-6-1 24-4-12 8-0-6 32-6-8 8-1-12 5-6-1 5-6-1 10-10-5 5-4-5 16-4-6 5-6-1 21-8-10 5-4-4 27-0-14 5-4-4 32-6-8 5-5-10 33-5-0 0-10-8 10-0-00-6-1210-0-07.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [9:0-0-6,0-0-11], [9:0-0-13,0-5-6] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 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 0.84 0.74 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.44 0.08 0.05 (loc) 11-13 11-13 9 11-13 l/defl >999 >880 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,8-11: 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-5 max.): 1-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-17, 2-16, 4-16, 6-13 REACTIONS.(lb/size)17=1295/0-3-8, 9=1349/0-3-8 Max Horz 17=-291(LC 10) Max Uplift 17=-150(LC 8), 9=-99(LC 13) Max Grav 17=1725(LC 27), 9=1593(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1672/220, 1-2=-801/197, 2-4=-801/197, 4-5=-1227/253, 5-6=-1530/256, 6-8=-2318/255, 8-9=-2540/252 BOT CHORD 15-16=-43/1221, 13-15=-43/1221, 11-13=-57/1722, 9-11=-136/2121 WEBS 1-16=-161/1632, 2-16=-597/143, 4-16=-855/97, 4-15=0/260, 4-13=-71/508, 5-13=-17/425, 6-13=-844/174, 6-11=-13/501, 8-11=-359/142 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 17=150. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1F Truss Type Hip Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803236 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:45 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-MYSo85mMLRqKf1?ZOzwiegN4IMtOPUGNpYtt5pzwVjW Scale = 1:91.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 28 29 30 31 32 33 34 35 36 4x6 6x6 5x6 4x6 5x6 4x6 4x6 2x4 4x4 4x8 2x4 2x4 4x8 4x8 4x6 2x4 6x6 4x6 5x6 4x6 8-0-8 8-0-8 15-11-9 7-11-2 22-2-15 6-3-6 28-8-1 6-5-2 34-11-7 6-3-6 42-10-8 7-11-2 50-11-0 8-0-8 8-0-8 8-0-8 15-11-9 7-11-2 22-2-15 6-3-6 28-8-1 6-5-2 34-11-7 6-3-6 42-10-8 7-11-2 50-11-0 8-0-8 51-9-8 0-10-8 0-6-129-8-69-10-80-6-129-8-67.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge], [11:0-0-2,0-0-2] 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 0.44 0.60 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.48 0.19 0.09 (loc) 16-17 16-17 11 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 301 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* 2-21,10-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-8-12 max.): 4-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-19, 5-17, 6-17, 6-15, 10-15 REACTIONS.(lb/size)1=2036/Mechanical, 11=2090/0-3-8 (req. 0-3-11) Max Horz 1=-185(LC 8) Max Uplift 1=-83(LC 12), 11=-99(LC 13) Max Grav 1=2295(LC 31), 11=2349(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3959/420, 2-4=-3235/427, 4-5=-3321/462, 5-6=-3318/461, 6-8=-2744/414, 8-10=-3234/426, 10-11=-3950/418 BOT CHORD 1-21=-259/3322, 19-21=-259/3322, 17-19=-131/2756, 16-17=-179/3321, 15-16=-179/3321, 13-15=-257/3313, 11-13=-257/3313 WEBS 2-21=0/306, 2-19=-923/185, 4-19=-9/680, 4-17=-168/1004, 5-17=-707/153, 6-16=0/343, 6-15=-1011/172, 8-15=-61/1159, 10-15=-910/185, 10-13=0/302 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) 11 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 100 lb uplift at joint(s) 1, 11. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1G Truss Type Hip Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803237 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:52:47 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-IxaZZnocs242uL8xWOyAj5SQWAWytLlgGsM_9hzwVjU Scale = 1:89.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 28 29 30 31 32 33 34 35 36 37 6x6 6x6 4x6 4x6 4x6 2x4 4x4 5x9 2x4 2x4 4x8 2x4 5x9 6x6 4x4 4x6 2x4 4x6 6x6 5x12 MT18HS 6-3-14 6-3-14 12-6-7 6-2-8 18-11-1 6-4-11 25-5-8 6-6-7 31-11-15 6-6-7 38-4-9 6-4-11 44-7-2 6-2-8 50-11-0 6-3-14 6-3-14 6-3-14 12-6-7 6-2-8 18-11-1 6-4-11 25-5-8 6-6-7 31-11-15 6-6-7 38-4-9 6-4-11 44-7-2 6-2-8 50-11-0 6-3-14 51-9-8 0-10-8 0-6-127-8-67-10-80-6-127-8-67.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-12], [8:0-3-0,0-2-12] 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 0.40 0.78 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.63 0.23 0.13 (loc) 16 15-16 10 16 l/defl >999 >966 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 296 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-18,5-18,5-15,8-15: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-2-6 max.): 3-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-18, 5-15 REACTIONS.(lb/size)1=2036/0-3-8, 10=2090/0-3-8 (req. 0-3-9) Max Horz 1=-146(LC 10) Max Uplift 1=-55(LC 12), 10=-71(LC 13) Max Grav 1=2210(LC 30), 10=2255(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3947/436, 2-3=-3761/447, 3-4=-4309/518, 4-5=-4306/517, 5-7=-4305/516, 7-8=-4308/517, 8-9=-3759/446, 9-10=-3938/433 BOT CHORD 1-21=-289/3355, 20-21=-289/3355, 18-20=-198/3248, 16-18=-324/4629, 15-16=-324/4629, 13-15=-198/3246, 12-13=-285/3347, 10-12=-285/3347 WEBS 2-20=-691/146, 3-20=0/554, 3-18=-192/1606, 4-18=-732/155, 5-18=-502/96, 5-16=0/320, 5-15=-504/96, 7-15=-732/155, 8-15=-192/1607, 8-13=0/551, 9-13=-682/146 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 MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 10 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 10. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1HG Truss Type Hip Girder Qty 1 Ply 2 LYNDHURST Job Reference (optional) I35803238 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:03 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-q0YcwF_e5z5mpoN0SlFwMT6Bjcy8dZq0yMEqjmzwVjE Scale = 1:90.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 6x6 4x6 6x6 4x6 4x6 2x4 4x4 5x9 2x4 4x8 2x4 2x4 4x8 2x4 4x8 4x8 4x6 2x4 4x6 6x6 5x6 6x6 5x12 MT18HS 4-7-5 4-7-5 9-1-5 4-5-15 15-6-12 6-5-7 22-1-15 6-7-3 28-9-1 6-7-3 35-4-4 6-7-3 41-9-11 6-5-7 46-3-11 4-5-15 50-11-0 4-7-5 -0-10-8 0-10-8 4-7-5 4-7-5 9-1-5 4-5-15 15-6-12 6-5-7 22-1-15 6-7-3 28-9-1 6-7-3 35-4-4 6-7-3 41-9-11 6-5-7 46-3-11 4-5-15 50-11-0 4-7-5 51-9-8 0-10-8 0-6-125-9-75-10-80-6-125-9-77.00 12 Plate Offsets (X,Y)-- [13:0-1-2,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.32 0.88 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.75 0.21 0.39 (loc) 19-20 19-20 13 19-20 l/defl >999 >816 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 574 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-22,6-22,6-19,9-19,9-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-0-14 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. REACTIONS.(lb/size)2=3486/0-3-8, 13=3531/0-3-8 Max Horz 2=-112(LC 50) Max Uplift 2=-1278(LC 12), 13=-1330(LC 13) Max Grav 2=3683(LC 31), 13=3733(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6239/2490, 3-4=-6009/2499, 4-5=-7616/3238, 5-6=-7616/3237, 6-8=-8760/3784, 8-9=-8760/3784, 9-11=-5210/2267, 11-12=-6071/2591, 12-13=-6289/2575 BOT CHORD 2-25=-2060/5316, 24-25=-2060/5316, 22-24=-2067/5205, 20-22=-3602/8751, 19-20=-3602/8751, 18-19=-3118/7650, 16-18=-3118/7650, 15-16=-2130/5355, 13-15=-2130/5355 WEBS 3-25=-50/261, 3-24=-526/153, 4-24=-118/687, 4-22=-1366/3127, 5-22=-813/414, 6-22=-1459/717, 6-20=-24/412, 8-19=-608/384, 9-19=-659/1427, 9-18=-10/405, 9-16=-3135/1342, 11-16=-944/2472, 12-16=-501/178, 12-15=-46/257 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) 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. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 2=1278, 13=1330.Continued on page 2 January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss D1HG Truss Type Hip Girder Qty 1 Ply 2 LYNDHURST Job Reference (optional) I35803238 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:03 2019 Page 2 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-q0YcwF_e5z5mpoN0SlFwMT6Bjcy8dZq0yMEqjmzwVjE NOTES- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 134 lb up at 9-1-5, 109 lb down and 127 lb up at 11-2-1, 109 lb down and 127 lb up at 13-2-1, 109 lb down and 127 lb up at 15-2-1, 109 lb down and 127 lb up at 17-2-1, 109 lb down and 127 lb up at 19-2-1, 109 lb down and 127 lb up at 21-2-1, 109 lb down and 127 lb up at 23-2-1, 109 lb down and 127 lb up at 25-2-1, 109 lb down and 127 lb up at 27-2-1, 109 lb down and 127 lb up at 29-2-1, 109 lb down and 127 lb up at 31-2-1, 109 lb down and 127 lb up at 33-2-1, 109 lb down and 127 lb up at 35-2-1, 109 lb down and 127 lb up at 37-2-1, 109 lb down and 127 lb up at 39-2-1, and 109 lb down and 130 lb up at 41-2-1, and 108 lb down and 134 lb up at 41-9-12 on top chord, and 197 lb down and 66 lb up at 3-2-1, 157 lb down and 68 lb up at 5-2-1, 157 lb down and 87 lb up at 7-2-1, 54 lb down and 38 lb up at 9-2-1, 54 lb down and 38 lb up at 11-2-1, 54 lb down and 38 lb up at 13-2-1, 54 lb down and 38 lb up at 15-2-1, 54 lb down and 38 lb up at 17-2-1, 54 lb down and 38 lb up at 19-2-1, 54 lb down and 38 lb up at 21-2-1, 54 lb down and 38 lb up at 23-2-1, 54 lb down and 38 lb up at 25-2-1, 54 lb down and 38 lb up at 27-2-1, 54 lb down and 38 lb up at 29-2-1, 54 lb down and 38 lb up at 31-2-1, 54 lb down and 38 lb up at 33-2-1, 54 lb down and 38 lb up at 35-2-1, 54 lb down and 38 lb up at 37-2-1, 54 lb down and 38 lb up at 39-2-1, 54 lb down and 38 lb up at 41-2-1, 54 lb down and 38 lb up at 41-8-15, 157 lb down and 87 lb up at 43-8-15, and 157 lb down and 68 lb up at 45-8-15, and 197 lb down and 66 lb up at 47-8-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-11=-60, 11-14=-60, 26-29=-20 Concentrated Loads (lb) Vert: 4=-53(B) 7=-53(B) 24=-47(B) 18=-47(B) 9=-53(B) 16=-47(B) 11=-53(B) 17=-47(B) 21=-47(B) 32=-53(B) 33=-53(B) 34=-53(B) 35=-53(B) 36=-53(B) 38=-53(B) 39=-53(B) 40=-53(B) 41=-53(B) 43=-53(B) 44=-53(B) 45=-53(B) 47=-53(B) 48=-53(B) 49=-197(B) 50=-157(B) 51=-157(B) 52=-47(B) 53=-47(B) 54=-47(B) 55=-47(B) 56=-47(B) 57=-47(B) 58=-47(B) 59=-47(B) 60=-47(B) 61=-47(B) 62=-47(B) 63=-47(B) 64=-47(B) 65=-157(B) 66=-157(B) 67=-197(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss E1 Truss Type Piggyback Base Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803239 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:05 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-mPfMLx0vdaLU26WPZ9HORuCWHQlA5V4JPfjxoezwVjC Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 33 34 35 36 37 38 39 40 41 42 43 6x10 5x6 6x10 6x6 6x8 3x4 2x4 4x4 4x8 4x8 2x4 2x4 5x9 4x4 4x4 2x4 3-0-0 3-0-0 4-10-0 1-10-0 10-6-1 5-8-1 16-2-2 5-8-1 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 42-9-4 8-0-6 50-11-0 8-1-12 4-10-0 4-10-0 10-6-1 5-8-1 16-2-2 5-8-1 22-4-15 6-2-13 28-6-1 6-1-1 34-8-14 6-2-13 40-1-2 5-4-4 45-5-6 5-4-4 50-11-0 5-5-10 51-9-8 0-10-8 1-4-73-4-910-0-00-6-1210-0-05.00 12 7.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-3-0], [8:0-5-4,0-3-0] 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 0.31 0.40 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.19 0.07 0.04 (loc) 17-18 17-18 14 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 326 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* 2-24,2-23,2-22,3-22,9-14,11-14: 2x4 SPF Stud SLIDER Left 2x8 SP No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-11-6 max.): 4-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-20, 5-20, 5-17, 6-17, 8-16, 9-14 REACTIONS.(lb/size)24=1811/0-3-8, 14=2069/0-3-8 (req. 0-3-10), 12=245/0-3-8 Max Horz 24=185(LC 11) Max Uplift 24=-96(LC 12), 14=-57(LC 13), 12=-55(LC 13) Max Grav 24=1894(LC 33), 14=2331(LC 33), 12=289(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2096/249, 3-4=-2042/307, 4-5=-1740/299, 5-6=-1927/314, 6-8=-1927/314, 8-9=-1500/256, 9-11=-8/425 BOT CHORD 23-24=-162/1034, 22-23=-165/1035, 20-22=-152/1699, 18-20=-153/2087, 17-18=-153/2087, 16-17=-51/1254, 14-16=-11/545 WEBS 2-24=-1932/205, 2-22=-64/861, 3-22=-265/98, 3-20=-398/188, 4-20=-29/638, 5-20=-671/153, 5-18=0/339, 5-17=-347/51, 6-17=-667/144, 8-17=-137/1230, 8-16=-694/133, 9-16=-65/1103, 9-14=-2004/246, 11-14=-461/146 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) 14 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 12. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss F1 Truss Type Roof Special Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803240 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:07 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-jnn7md199BbCIPgnhaJsXJHibELVZLUctzC1tXzwVjA Scale = 1:61.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 19 20 21 22 23 24 25 4x8 3x4 3x6 3x6 3x6 4x4 4x4 4x4 4x8 4x6 1.5x4 5x6 8x12 MT20HS 3x6 8-5-3 8-5-3 16-6-15 8-1-11 24-6-0 7-11-2 32-6-8 8-0-8 5-8-10 5-8-10 11-1-13 5-5-2 16-6-15 5-5-2 24-6-0 7-11-2 32-6-8 8-0-8 33-5-0 0-10-8 9-8-69-10-80-6-129-8-67.00 12 Plate Offsets (X,Y)-- [5:0-8-6,Edge], [8:0-0-13,0-5-6], [8:0-0-6,0-0-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.90 0.79 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.36 0.08 -0.06 (loc) 12-14 14-15 8 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 161 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10: 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 1-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 1-15, 2-15, 4-14, 7-12 REACTIONS.(lb/size)15=1295/0-3-8, 8=1349/0-3-8 Max Horz 15=-281(LC 10) Max Uplift 15=-148(LC 8), 8=-99(LC 13) Max Grav 15=1733(LC 27), 8=1594(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-253/77, 2-4=-1074/213, 4-5=-1260/255, 5-7=-1656/243, 7-8=-2479/242 BOT CHORD 14-15=-87/877, 12-14=-47/1249, 10-12=-106/2043, 8-10=-106/2043 WEBS 2-15=-1633/169, 2-14=-40/890, 4-14=-632/135, 4-12=-74/522, 5-12=0/389, 7-12=-952/192, 7-10=0/310 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 8 except (jt=lb) 15=148. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss G1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803241 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:07 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-jnn7md199BbCIPgnhaJsXJHrmEV8ZVOctzC1tXzwVjA Scale = 1:54.8 1 2 3 4 5 6 11 10 9 8 73x4 3x6 3x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 17-7-14 17-7-14 4-1-6 4-1-6 17-7-14 13-6-8 0-0-41-8-99-7-65.00 12 7.00 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 0.38 0.17 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 17-7-5. (lb) - Max Horz 1=276(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 8, 9, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=492(LC 21), 9=355(LC 21), 11=477(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-274/119, 3-11=-355/133 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, 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, 8, 9, 11. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss H1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803242 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:08 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-B_LVzz2nwVj3vZF_EIq53Xq2tdqnI_Wl5dybPzzwVj9 Scale = 1:58.0 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 18-0-0 18-0-0 18-0-4 0-0-4 9-0-2 9-0-2 18-0-4 9-0-2 0-0-49-0-20-0-412.00 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 0.23 0.15 0.15 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: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS.All bearings 17-11-12. (lb) - Max Horz 1=-168(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-214(LC 10), 6=-214(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=356(LC 20), 9=508(LC 17), 6=508(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-341/262, 4-6=-341/262 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) 9=214, 6=214. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss HA Truss Type Half Hip Qty 3 Ply 1 LYNDHURST Job Reference (optional) I35803243 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:09 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-fAvtBJ3PhprwXjqAo?MKckMDT1AI1TbvKHh8xQzwVj8 Scale = 1:26.5 1 2 3 4 7 6 5 4x4 3x4 2x4 2x4 1.5x4 1.5x4 3-8-12 3-8-12 4-10-12 1-2-0 -0-10-8 0-10-8 3-8-12 3-8-12 4-10-12 1-2-0 0-11-124-8-812.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 0.24 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 -0.00 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=177/Mechanical, 7=252/0-3-8 Max Horz 7=143(LC 7) Max Uplift 5=-67(LC 7), 7=-9(LC 10) Max Grav 5=181(LC 18), 7=252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss HB Truss Type Half Hip Qty 3 Ply 1 LYNDHURST Job Reference (optional) I35803244 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:10 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-7MTFOf41S6zn9tPMMjtZ8yvOCRXamw62ZxRiTszwVj7 Scale = 1:20.6 1 2 3 4 7 6 5 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 2-6-12 2-6-12 4-10-12 2-4-0 -0-10-8 0-10-8 2-6-12 2-6-12 4-10-12 2-4-0 0-11-123-6-812.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 0.24 0.13 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.02 (loc) 6 6 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)5=177/Mechanical, 7=252/0-3-8 Max Horz 7=108(LC 7) Max Uplift 5=-48(LC 7), 7=-19(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss HC Truss Type Half Hip Girder Qty 3 Ply 1 LYNDHURST Job Reference (optional) I35803245 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:11 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-bZ1dc_4gDQ6em1_YwQOoh9SYfrsDVNGCobAF0IzwVj6 Scale = 1:14.6 1 2 3 4 7 6 5 8 9 4x4 3x4 3x4 1.5x4 1.5x4 2x4 1-4-12 1-4-12 4-10-12 3-6-0 -0-10-8 0-10-8 1-4-12 1-4-12 4-10-12 3-6-0 0-11-122-4-812.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.26 0.16 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 0.00 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=214/Mechanical, 7=288/0-3-8 Max Horz 7=74(LC 7) Max Uplift 5=-46(LC 7), 7=-39(LC 10) Max Grav 5=217(LC 22), 7=288(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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 68 lb up at 1-4-12, and 87 lb down and 61 lb up at 3-5-8 on top chord, and 24 lb down at 1-5-8, and 24 lb down at 3-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-17(F) 6=-20(F) 8=-17(F) 9=-20(F) January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss I1 Truss Type Roof Special Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803246 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:12 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-3la?pK5I_kEVOAZlT8v1EN_baF1mEcdL0FwoYlzwVj5 Scale = 1:58.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 6x12 MT20HS 4x4 3x6 3x8 MT18HS 4x4 4x4 4x4 4x8 4x6 1.5x4 5x6 7x12 MT18HS 3x8 MT18HS 10-1-13 10-1-13 20-0-1 9-10-5 26-2-10 6-2-8 32-6-8 6-3-14 6-10-6 6-10-6 13-5-3 6-6-14 20-0-1 6-6-14 26-2-10 6-2-8 32-6-8 6-3-14 33-5-0 0-10-8 7-8-67-10-80-6-127-8-67.00 12 Plate Offsets (X,Y)-- [5:0-8-6,Edge], [7:0-0-13,0-5-6], [7:0-0-6,0-0-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.82 0.85 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.59 0.10 0.05 (loc) 10-13 13-14 7 10-13 l/defl >999 >656 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 147 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 6-10,6-9: 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-6 max.): 1-5. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-14, 4-13, 4-10 REACTIONS.(lb/size)14=1295/0-3-8, 7=1349/0-3-8 Max Horz 14=-222(LC 10) Max Uplift 14=-152(LC 8), 7=-82(LC 13) Max Grav 14=1843(LC 27), 7=1603(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-311/76, 2-4=-1652/226, 4-5=-1648/258, 5-6=-1938/255, 6-7=-2439/256 BOT CHORD 13-14=-117/1341, 10-13=-89/1867, 9-10=-133/1986, 7-9=-133/1986 WEBS 2-14=-1946/202, 2-13=0/842, 4-13=-530/139, 4-10=-349/239, 5-10=0/548, 6-10=-723/155 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 7 except (jt=lb) 14=152. 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. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss J1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803247 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:13 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-Xx8O1g6wk1MM0K8x1rQGmaXwheYpzFvVFvfM4BzwVj4 Scale = 1:48.8 1 2 3 4 5 8 7 69 103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-8-0 15-8-0 15-8-4 0-0-4 7-10-2 7-10-2 15-8-4 7-10-2 0-0-47-10-20-0-412.00 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 0.16 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: 58 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 3-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-7-12. (lb) - Max Horz 1=145(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-183(LC 10), 6=-183(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=359(LC 20), 8=428(LC 17), 6=428(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-293/226, 4-6=-293/226 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=183, 6=183. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss JA Truss Type Jack-Open Qty 31 Ply 1 LYNDHURST Job Reference (optional) I35803248 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:14 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-08imE07YVLUDdUi7bYxVJo44V2rzikmeUZPvcdzwVj3 Scale = 1:32.5 1 2 3 7 6 4 53x4 3x4 1.5x4 1.5x4 1-7-11 1-7-11 4-10-12 3-3-1 -0-10-8 0-10-8 4-10-12 4-10-12 0-11-125-10-85-4-15-10-812.00 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-AS 0.22 0.29 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.06 -0.07 0.05 (loc) 5-6 5-6 4 l/defl >896 >793 n/a L/d 240 240 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)7=255/0-3-8, 4=113/Mechanical, 5=67/Mechanical Max Horz 7=160(LC 10) Max Uplift 4=-98(LC 10), 5=-18(LC 10) Max Grav 7=255(LC 1), 4=128(LC 18), 5=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss JB Truss Type Jack-Open Qty 6 Ply 1 LYNDHURST Job Reference (optional) I35803249 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:15 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-UKG8RM8AGfc3FeHK9GSkr?cHFSEURBcniD8S93zwVj2 Scale = 1:14.8 1 2 8 3 4 4x6 3-1-5 3-1-5 -0-10-8 0-10-8 3-1-5 3-1-5 0-6-122-4-81-11-92-4-87.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.09 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 4-7 4-7 3 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)3=74/Mechanical, 2=182/0-3-8, 4=40/Mechanical Max Horz 2=67(LC 12) Max Uplift 3=-37(LC 12), 2=-12(LC 12) Max Grav 3=77(LC 19), 2=182(LC 19), 4=55(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss JC Truss Type Jack-Open Qty 3 Ply 1 LYNDHURST Job Reference (optional) I35803250 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:16 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-yWqWfi8o1ykwtosWiz_zOD9Ovsa2Aesxxtu0hWzwVj1 Scale = 1:14.3 1 2 5 6 3 4 3x4 3x4 2-6-11 2-6-1 -1-8-13 1-8-13 2-6-11 2-6-11 0-11-122-3-36.05 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.35 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=252/0-5-11, 3=37/Mechanical, 4=12/Mechanical Max Horz 5=53(LC 12) Max Uplift 5=-36(LC 12), 3=-27(LC 12), 4=-3(LC 18) Max Grav 5=311(LC 18), 3=40(LC 19), 4=40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/132 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss JD Truss Type Jack-Open Qty 10 Ply 1 LYNDHURST Job Reference (optional) I35803251 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:17 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-QiOus29QoGsnUyRiGhVCxQicoGwnv5f4AXdZDyzwVj0 Scale = 1:11.6 1 2 6 3 5 42x4 3x4 2x4 4x4 1-9-7 1-9-7 2-0-8 0-3-1 -0-5-0 0-5-0 2-0-8 2-0-8 1-0-122-0-41-7-90-3-86.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-8], [4:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.15 0.09 0.03 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=169/0-1-8, 3=-0/Mechanical Max Horz 4=-115(LC 1), 3=115(LC 1) Max Uplift 4=-25(LC 12) Max Grav 4=169(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. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss K1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803252 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:17 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-QiOus29QoGsnUyRiGhVCxQiYnGvuv3h4AXdZDyzwVj0 Scale = 1:43.6 1 2 3 4 7 6 5 8 3x4 3x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 13-0-10 13-0-10 0-0-47-7-67.00 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 0.41 0.15 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-0-3. (lb) - Max Horz 1=213(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=398(LC 21), 7=388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-290/120, 2-7=-286/150 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss L1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803253 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:18 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-uvyH4OA3Za_e650vqO0RTeEnlfFHeXbEPBN7lOzwVj? Scale = 1:41.8 1 2 3 4 5 8 7 69103x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-4-0 13-4-0 13-4-4 0-0-4 6-8-2 6-8-2 13-4-4 6-8-2 0-0-46-8-20-0-412.00 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 0.14 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: 47 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-12. (lb) - Max Horz 1=-122(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-161(LC 10), 6=-161(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=329(LC 17), 8=350(LC 17), 6=350(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-260/202, 4-6=-260/202 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=161, 6=161. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss M1G Truss Type Roof Special Girder Qty 1 Ply 2 LYNDHURST Job Reference (optional) I35803254 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:24 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-j3JYKRFp9Qkoq0T2Af7rjvUjO4Eu29l6n7qRy2zwViv Scale = 1:56.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 4x8 4x6 3x6 4x6 5x9 1.5x4 4x8 2x4 1.5x4 4x8 5x6 4x4 4x6 2x4 4x6 4x6 6-0-1 6-0-1 11-10-6 5-10-5 17-8-11 5-10-5 23-5-3 5-8-9 27-11-3 4-5-15 32-6-8 4-7-5 6-0-1 6-0-1 11-10-6 5-10-5 17-8-11 5-10-5 23-5-3 5-8-9 27-11-3 4-5-15 32-6-8 4-7-5 33-5-0 0-10-8 5-9-75-10-80-6-125-9-77.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-5], [8:0-0-0,0-0-6] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.45 0.44 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.05 0.11 (loc) 12-15 12-15 8 12-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 340 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud *Except* 1-16,3-16,3-12,6-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-1 max.): 1-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=2244/0-3-8, 8=2241/0-3-8 Max Horz 17=-165(LC 10) Max Uplift 17=-1090(LC 8), 8=-762(LC 13) Max Grav 17=2624(LC 27), 8=2498(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2459/1066, 1-2=-2346/997, 2-3=-2346/997, 3-5=-3786/1551, 5-6=-3788/1551, 6-7=-3471/1384, 7-8=-3983/1424 BOT CHORD 15-16=-1352/3567, 12-15=-1352/3567, 11-12=-1056/2983, 10-11=-1154/3342, 8-10=-1154/3342 WEBS 1-16=-1249/3153, 2-16=-747/396, 3-16=-1662/647, 3-15=-29/363, 3-12=-114/399, 5-12=-740/381, 6-12=-513/1124, 6-11=-153/753, 7-11=-705/136, 7-10=-44/301 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) except (jt=lb) 17=1090, 8=762. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss M1G Truss Type Roof Special Girder Qty 1 Ply 2 LYNDHURST Job Reference (optional) I35803254 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:25 2019 Page 2 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-BFtwYnFSwjsfSA2FkMe4F61u8Ua7nc?G0nZ_UUzwViu NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 121 lb up at 0-8-4, 109 lb down and 127 lb up at 1-4-7, 109 lb down and 127 lb up at 3-4-7, 109 lb down and 127 lb up at 5-4-7, 109 lb down and 127 lb up at 7-4-7, 109 lb down and 127 lb up at 9-4-7, 109 lb down and 127 lb up at 11-4-7, 109 lb down and 127 lb up at 13-4-7, 109 lb down and 127 lb up at 15-4-7, 109 lb down and 127 lb up at 17-4-7, 109 lb down and 127 lb up at 19-4-7, and 109 lb down and 127 lb up at 21-4-7, and 108 lb down and 134 lb up at 23-5-4 on top chord, and 57 lb down and 34 lb up at 0-8-4, 54 lb down and 38 lb up at 1-4-7, 54 lb down and 38 lb up at 3-4-7, 54 lb down and 38 lb up at 5-4-7, 54 lb down and 38 lb up at 7-4-7, 54 lb down and 38 lb up at 9-4-7, 54 lb down and 38 lb up at 11-4-7, 54 lb down and 38 lb up at 13-4-7, 54 lb down and 38 lb up at 15-4-7, 54 lb down and 38 lb up at 17-4-7, 54 lb down and 38 lb up at 19-4-7, 54 lb down and 38 lb up at 21-4-7, 54 lb down and 38 lb up at 23-4-7, 157 lb down and 87 lb up at 25-4-7, and 157 lb down and 68 lb up at 27-4-7, and 197 lb down and 66 lb up at 29-4-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-9=-60, 17-18=-20 Concentrated Loads (lb) Vert: 6=-53(F) 11=-47(F) 21=-67(F) 22=-53(F) 23=-53(F) 24=-53(F) 25=-53(F) 26=-53(F) 27=-53(F) 28=-53(F) 29=-53(F) 30=-53(F) 31=-53(F) 32=-53(F) 34=-52(F) 35=-47(F) 36=-47(F) 37=-47(F) 38=-47(F) 39=-47(F) 40=-47(F) 41=-47(F) 42=-47(F) 43=-47(F) 44=-47(F) 45=-47(F) 46=-157(F) 47=-157(F) 48=-197(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss N1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803255 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:25 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-BFtwYnFSwjsfSA2FkMe4F61xBUeDnhZG0nZ_UUzwViu Scale = 1:33.3 1 2 3 5 4 6 72x4 1.5x4 1.5x4 1.5x4 1.5x4 9-7-8 9-7-8 0-0-45-7-67.00 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 0.32 0.18 0.10 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: 32 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=162/9-7-1, 4=100/9-7-1, 5=453/9-7-1 Max Horz 1=154(LC 9) Max Uplift 4=-22(LC 9), 5=-114(LC 12) Max Grav 1=165(LC 22), 4=155(LC 21), 5=488(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-358/188 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=114. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss O1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803256 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:26 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-fRRIl7G4h1_W4KdRI49JoKZ3fuzlW8fPERJY1xzwVit Scale = 1:34.9 1 2 3 43x4 4x4 3x4 1.5x4 0-0-4 0-0-4 11-0-4 11-0-0 5-6-2 5-6-2 11-0-4 5-6-2 0-0-45-6-20-0-412.00 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 0.46 0.23 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=252/10-11-12, 3=252/10-11-12, 4=321/10-11-12 Max Horz 1=-100(LC 6) Max Uplift 1=-47(LC 11), 3=-47(LC 11) Max Grav 1=252(LC 1), 3=252(LC 1), 4=322(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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, 3. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss P1 Truss Type GABLE Qty 11 Ply 1 LYNDHURST Job Reference (optional) I35803257 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:28 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-bqY3AoIKCeFDJenqPVBntlfTIhgu_2Miiloe5pzwVir Scale = 1:35.1 2 3 4 5 6 11 10 9 8 1 12 13 7 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 18-6-11 18-6-11 9-3-6 9-3-6 18-6-11 9-3-6 5-4-150-1-60-1-107.00 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 0.20 0.12 0.09 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: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-6-11. (lb) - Max Horz 1=101(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8, 6 except 1=-195(LC 22), 7=-157(LC 23) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 2=392(LC 22), 11=387(LC 19), 8=387(LC 20), 6=384(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-293/148, 5-8=-293/147 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, 11, 8, 6 except (jt=lb) 1=195, 7=157. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss P1B Truss Type GABLE Qty 4 Ply 1 LYNDHURST Job Reference (optional) I35803258 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:29 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-406RO8IyzyN4xoM0zCi0QyBfB508jVWrwOXCdFzwViq Scale = 1:34.3 1 2 3 4 5 10 9 8 7 12 13 6 11 1.5x4 4x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-4-6 16-4-6 7-1-0 7-1-0 16-4-6 9-3-6 1-3-61-1-125-4-150-1-60-1-107.00 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 0.19 0.12 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 51 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-6. (lb) - Max Horz 11=-114(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 9, 7 except 6=-158(LC 23) Max Grav All reactions 250 lb or less at joint(s) 6, 10 except 5=382(LC 1), 8=276(LC 23), 9=339(LC 19), 7=375(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-264/135, 4-7=-282/147 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) Bearing at joint(s) 11, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 5, 9, 7 except (jt=lb) 6=158. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss P1C Truss Type GABLE Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803259 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:31 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-0PEBoqKCVZdoA5WO5dlUVNHyLviYBPt8Oi0Ji8zwVio Scale = 1:31.2 2 3 4 5 6 7 8 13 12 11 10 1 14 15 16 17 9 3x6 3x6 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 18-6-11 18-6-11 6-7-11 6-7-11 11-11-0 5-3-5 18-6-11 6-7-11 3-8-63-10-80-1-60-1-103-6-127.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.12 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-6-11. (lb) - Max Horz 1=-70(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 13, 10, 8 except 1=-292(LC 39), 9=-289(LC 31), 2=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=636(LC 31), 11=438(LC 30), 13=492(LC 31), 10=492(LC 31), 8=636(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-365/76, 3-13=-395/110, 7-10=-395/107 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) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 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) 11, 13, 10, 8 except (jt=lb) 1=292, 9=289, 2=106. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss P1D Truss Type GABLE Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803260 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:33 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-ynMyDWMT1BtWPPfnC2nyaoMIjiO3fJERr0VPm1zwVim Scale = 1:29.8 1 2 3 4 5 6 7 12 11 10 9 14 15 16 8 13 2x4 3x6 3x6 2x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-4-6 16-4-6 4-5-6 4-5-6 9-8-10 5-3-5 16-4-6 6-7-11 1-3-61-1-123-8-63-10-80-1-60-1-103-6-127.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 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 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-6. (lb) - Max Horz 13=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 10, 11, 9 except 8=-297(LC 31) Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 7=668(LC 31), 10=476(LC 30), 11=394(LC 31), 9=469(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-395/88, 2-11=-318/78, 6-9=-373/103 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) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 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) Bearing at joint(s) 13, 12 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 capable of withstanding 100 lb uplift at joint(s) 12, 7, 10, 11, 9 except (jt=lb) 8=297. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss P1E Truss Type GABLE Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803261 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:36 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-MM14sYOLK6F5GsOMtALfCR_p_wPesgHtX_k4NLzwVij Scale = 1:31.2 2 3 4 5 6 7 8 13 12 11 10 1 9 3x6 3x6 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 1.5x4 18-6-11 18-6-11 3-2-9 3-2-9 15-4-2 12-1-9 18-6-11 3-2-9 1-8-61-10-80-1-60-1-101-6-127.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [7:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.13 0.10 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: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-6-11. (lb) - Max Horz 1=31(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 13, 8, 10 except 1=-132(LC 39), 9=-125(LC 35) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=483(LC 31), 11=511(LC 30), 13=462(LC 30), 8=483(LC 31), 10=462(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-277/59, 7-8=-277/59 WEBS 5-11=-438/96, 4-13=-369/83, 6-10=-369/82 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) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 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, 11, 13, 8, 10 except (jt=lb) 1=132, 9=125. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss P1F Truss Type GABLE Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803262 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:37 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-rZbS3tPz5PNyu0zYRusukeX_pKl_b7Y1meTdvozwVii Scale = 1:29.8 1 2 3 4 5 6 7 12 11 10 9 8 13 2x4 3x6 3x6 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 16-4-6 16-4-6 1-0-3 1-0-3 13-1-13 12-1-9 16-4-6 3-2-9 1-3-61-1-121-8-61-10-80-1-60-1-101-6-127.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.12 0.10 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: 42 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-6. (lb) - Max Horz 13=-43(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 7, 10, 11, 9 except 8=-195(LC 31) Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 7=531(LC 31), 10=514(LC 30), 11=427(LC 30), 9=481(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-10=-435/100, 3-11=-361/82, 5-9=-389/94 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) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 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) Bearing at joint(s) 13, 12 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 capable of withstanding 100 lb uplift at joint(s) 12, 7, 10, 11, 9 except (jt=lb) 8=195. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss Q1E Truss Type Common Supported Gable Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803263 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:38 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-Jl9rGDPbsjVpWAYl?bN7Hs3CAj6aKaQA?IDASEzwVih Scale = 1:31.1 1 2 3 4 5 6 11 10 9 8 7 4x4 7-9-0 7-9-0 -0-10-8 0-10-8 3-10-14 3-10-14 7-9-0 3-10-2 0-11-124-10-101-0-812.00 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-R 0.11 0.03 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 35 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-9-0. (lb) - Max Horz 11=108(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 7 except 10=-105(LC 10), 8=-101(LC 11) Max Grav All reactions 250 lb or less at joint(s) 11, 7, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 2-0-0 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) 11, 7 except (jt=lb) 10=105, 8=101. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss R1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803264 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:39 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-nxjDUZQEd1dg7K7xZIuMq3cKT7QC31iJEyyk_gzwVig Scale = 1:28.7 1 2 3 42x4 4x4 2x4 1.5x4 0-0-4 0-0-4 8-8-4 8-8-0 4-4-2 4-4-2 8-8-4 4-4-2 0-0-44-4-20-0-412.00 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 0.27 0.14 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=195/8-7-12, 3=195/8-7-12, 4=249/8-7-12 Max Horz 1=-77(LC 6) Max Uplift 1=-36(LC 11), 3=-36(LC 11) Max Grav 1=195(LC 1), 3=195(LC 1), 4=249(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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, 3. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss S1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803265 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:40 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-F8HbhvRsOKlWlUi760PbMH8RBXiXoUoTSciHW7zwVif Scale = 1:22.2 1 2 3 4 2x4 1.5x4 1.5x4 6-2-6 6-2-6 0-0-43-7-67.00 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 0.52 0.32 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=220/6-1-15, 3=220/6-1-15 Max Horz 1=95(LC 9) Max Uplift 1=-13(LC 12), 3=-42(LC 12) Max Grav 1=222(LC 18), 3=231(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 100 lb uplift at joint(s) 1, 3. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss T1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803266 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:41 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-jKrzvFSU8etNNeHJgjwqvUhj9x6kXxdchGRr2ZzwVie Scale = 1:21.7 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-4 0-0-4 6-4-4 6-4-0 3-2-2 3-2-2 6-4-4 3-2-2 0-0-43-2-20-0-412.00 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 0.13 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=138/6-3-12, 3=138/6-3-12, 4=176/6-3-12 Max Horz 1=55(LC 7) Max Uplift 1=-26(LC 11), 3=-26(LC 11) Max Grav 1=138(LC 1), 3=138(LC 1), 4=176(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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, 3. January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss U1G Truss Type Monopitch Girder Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803267 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:41 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-jKrzvFSU8etNNeHJgjwqvUhg1x?vXvXchGRr2ZzwVie Scale = 1:17.7 1 2 3 5 4 9 10 4x4 1.5x4 1.5x4 3x4 3x4 2-11-1 2-11-1 5-7-8 2-8-7 2-11-1 2-11-1 5-7-8 2-8-7 0-4-122-8-145.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.26 0.57 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.04 0.01 0.01 (loc) 5-8 5-8 4 5-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=519/0-3-8, 4=322/0-3-8 Max Horz 1=76(LC 11) Max Uplift 1=-67(LC 12), 4=-51(LC 12) Max Grav 1=521(LC 18), 4=332(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-589/129 BOT CHORD 1-5=-120/545, 4-5=-120/545 WEBS 2-5=-1/260, 2-4=-612/176 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, 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 411 lb down and 73 lb up at 1-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 10=-403(B) January 11,2019 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 0-Plans Truss V1 Truss Type Valley Qty 1 Ply 1 LYNDHURST Job Reference (optional) I35803268 8.220 s Nov 16 2018 MiTek Industries, Inc. Fri Jan 11 06:53:42 2019 Page 1 84 Components, Franklin, IN - 46131, ID:u?TGjDw2rj8duFwop7PNFNzwW89-BWOL6bS6vy0E_nrWERR3RiEvELTfGO5mwwBOb?zwVid Scale = 1:12.9 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-4 0-0-4 4-0-4 4-0-0 2-0-2 2-0-2 4-0-4 2-0-2 0-0-42-0-20-0-412.00 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 0.04 0.02 0.01 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=81/3-11-12, 3=81/3-11-12, 4=103/3-11-12 Max Horz 1=-32(LC 6) Max Uplift 1=-15(LC 11), 3=-15(LC 11) Max Grav 1=81(LC 1), 3=81(LC 1), 4=104(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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, 3. January 11,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths