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HomeMy WebLinkAboutTruss Stamps16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. August 19,2019 Liu, Xuegang Pages or sheets covered by this seal: I38207242 thru I38207262 My license renewal date for the state of Indiana is July 31, 2020. 1901991R MacKay Res._1901991R IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 1901991R Truss A1 Truss Type Piggyback Base Qty 11 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207242 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:41 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-5rt9L3X4J68BNSoiuqd6Te5jcQn?MSj?iS53t_ymK58 Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 1322232425 3x6 3x6 3x6 3x4 3x6 3x6 4x4 3x4 4x8 6x6 1.5x4 6x6 3x4 3x6 4x4 4x6 4x6 3x4 3x6 0-0-8 0-0-8 6-2-2 6-1-10 12-0-12 5-10-10 19-7-0 7-6-4 27-1-4 7-6-4 32-11-14 5-10-10 39-1-8 6-1-10 39-2-0 0-0-8 -1-2-8 1-2-8 6-2-2 6-2-2 12-0-12 5-10-10 19-7-0 7-6-4 27-1-4 7-6-4 32-11-14 5-10-10 39-2-0 6-2-2 40-4-8 1-2-8 1-6-1411-7-81-6-1411-7-810.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-4-4,0-2-0], [8:0-4-4,0-2-0], [11:0-3-0,0-1-8], [13:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.63 0.64 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.07 0.04 (loc) 17-19 17-19 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 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* 4-20,9-14,2-20,2-21,11-14,11-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-4 max.): 5-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-19, 7-17, 9-15 REACTIONS.(lb/size)21=1636/0-3-8, 13=1636/0-3-8 Max Horz 21=-253(LC 8) Max Uplift 21=-72(LC 10), 13=-72(LC 11) Max Grav 21=1648(LC 2), 13=1648(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1809/245, 4-5=-1687/322, 5-7=-1439/328, 7-8=-1439/328, 8-9=-1687/322, 9-11=-1809/245, 2-21=-1585/257, 11-13=-1585/257 BOT CHORD 20-21=-231/320, 19-20=-155/1380, 17-19=-116/1215, 15-17=-24/1214, 14-15=-25/1315 WEBS 4-19=-257/175, 5-19=-51/442, 5-17=-137/419, 7-17=-495/188, 8-17=-138/420, 8-15=-51/442, 9-15=-257/175, 2-20=-26/1224, 11-14=-26/1224 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 13. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 19,2019 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 1901991R Truss A1GE Truss Type GABLE Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207243 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:43 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-1D?wmlYKrkOvclx50FfaZ3B9EEcVqSJHAmaAytymK56 Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x4 3x4 5x6 3x6 3x4 3x4 5x6 5x6 5x6 5x6 5x6 39-2-0 39-2-0 -1-2-8 1-2-8 12-0-12 12-0-12 27-1-4 15-0-8 39-2-0 12-0-12 40-4-8 1-2-8 1-6-1411-7-81-6-1411-7-810.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [8:0-4-4,0-2-0], [17:0-4-4,0-2-0], [20:0-3-0,0-3-0], [32:0-0-0,0-1-12], [33:0-1-12,0-0-0], [39:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.24 0.13 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 23 23 25 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 286 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 No.2 *Except* 22-26,21-27,20-28,3-45,4-44,5-43: 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 (10-0-0 max.): 8-17. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-36, 18-30, 17-31, 16-33, 15-34, 14-35, 7-41, 8-40, 9-39, 10-38, 11-37 REACTIONS.All bearings 39-2-0. (lb) - Max Horz 46=253(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 36, 27, 28, 29, 30, 33, 34, 35, 44, 43, 42, 41, 39, 38, 37 except 46=-170(LC 6), 25=-139(LC 7), 26=-143(LC 11), 45=-153(LC 7) Max Grav All reactions 250 lb or less at joint(s) 25, 36, 26, 27, 28, 29, 30, 31, 33, 34, 35, 45, 44, 43, 42, 41, 40, 39, 38, 37 except 46=261(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-218/298, 7-8=-272/359, 8-9=-218/296, 9-10=-218/296, 10-11=-218/296, 11-13=-218/296, 13-14=-218/296, 14-15=-218/296, 15-16=-218/296, 16-17=-218/296, 17-18=-273/359, 18-19=-219/298 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 27, 28, 29, 30, 33, 34, 35, 44, 43, 42, 41, 39, 38, 37 except (jt=lb) 46=170, 25=139, 26=143, 45=153. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 19,2019 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 1901991R Truss A2 Truss Type Piggyback Base Qty 4 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207244 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:45 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-zc7gARaaNLeds35U7gh2eUGPb18xIGgad43G0lymK54 Scale = 1:72.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324 3x6 3x6 3x6 3x4 3x6 3x6 4x4 3x4 4x8 6x6 1.5x4 6x6 3x4 3x6 4x4 4x6 4x6 3x4 3x6 0-0-8 0-0-8 6-2-2 6-1-10 12-0-12 5-10-10 19-7-0 7-6-4 27-1-4 7-6-4 32-11-14 5-10-10 39-1-8 6-1-10 39-2-0 0-0-8 -1-2-8 1-2-8 6-2-2 6-2-2 12-0-12 5-10-10 19-7-0 7-6-4 27-1-4 7-6-4 32-11-14 5-10-10 39-2-0 6-2-2 1-6-1411-7-81-6-1411-7-810.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-4-4,0-2-0], [8:0-4-4,0-2-0], [11:0-2-12,0-1-8], [12:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.63 0.64 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.07 0.04 (loc) 14-16 14-16 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 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* 4-19,9-13,2-19,2-20,11-13,11-12: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-1 max.): 5-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 7-16, 9-14 REACTIONS.(lb/size)20=1638/0-3-8, 12=1554/0-3-8 Max Horz 20=246(LC 7) Max Uplift 20=-72(LC 10), 12=-49(LC 11) Max Grav 20=1649(LC 2), 12=1579(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1811/245, 4-5=-1689/322, 5-7=-1441/327, 7-8=-1441/327, 8-9=-1692/322, 9-11=-1814/241, 2-20=-1586/257, 11-12=-1516/209 BOT CHORD 19-20=-240/306, 18-19=-163/1370, 16-18=-124/1215, 14-16=-32/1217, 13-14=-75/1323 WEBS 4-18=-257/175, 5-18=-51/442, 5-16=-137/421, 7-16=-496/188, 8-16=-138/418, 8-14=-52/448, 9-14=-261/176, 2-19=-26/1225, 11-13=-56/1230 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 19,2019 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 1901991R Truss A3 Truss Type Piggyback Base Qty 10 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207245 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:47 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-v?EQb6bquyuL5NFsF4kWjvLl4rrSmAHt5OYN5eymK52 Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221222324 3x6 3x6 3x6 3x4 3x6 3x6 4x4 3x4 6x6 1.5x4 4x8 6x6 3x4 3x6 4x6 4x6 3x4 4x6 3x6 0-0-8 0-0-8 6-2-2 6-1-10 12-0-12 5-10-10 19-7-0 7-6-4 27-1-4 7-6-4 32-9-14 5-8-10 38-10-0 6-0-2 -1-2-8 1-2-8 6-2-2 6-2-2 12-0-12 5-10-10 19-7-0 7-6-4 27-1-4 7-6-4 32-9-14 5-8-10 38-10-0 6-0-2 1-6-1411-7-81-10-311-7-810.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-4-4,0-2-0], [8:0-4-4,0-2-0], [11:0-3-0,0-1-12], [12:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.63 0.64 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.07 0.04 (loc) 16-18 16-18 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 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* 4-19,9-13,2-19,2-20,11-12,11-13: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 5-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 7-16, 9-14 REACTIONS.(lb/size)20=1624/0-3-8, 12=1540/Mechanical Max Horz 20=249(LC 7) Max Uplift 20=-72(LC 10), 12=-46(LC 11) Max Grav 20=1636(LC 2), 12=1569(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1794/243, 4-5=-1670/320, 5-7=-1418/325, 7-8=-1418/325, 8-9=-1647/319, 9-11=-1721/234, 2-20=-1573/256, 11-12=-1508/207 BOT CHORD 19-20=-243/306, 18-19=-167/1358, 16-18=-128/1201, 14-16=-37/1185, 13-14=-65/1254 WEBS 4-18=-259/175, 5-18=-51/443, 5-16=-138/407, 7-16=-497/188, 8-16=-136/432, 8-14=-53/415, 2-19=-25/1213, 11-13=-60/1207 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 19,2019 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 1901991R Truss A3GE Truss Type GABLE Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207246 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:49 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-sNMB0od5Qa93LgPFMVm?oKQAFeeqEByAYi1UAWymK50 Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x4 3x4 3x6 4x6 3x6 4x6 3x6 3x4 3x4 3x6 3x6 38-10-0 38-10-0 -1-2-8 1-2-8 12-0-12 12-0-12 27-1-4 15-0-8 38-10-0 11-8-12 1-6-1411-7-81-10-311-7-810.00 12 Plate Offsets (X,Y)-- [10:0-2-4,Edge], [19:Edge,0-2-11] 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-R 0.27 0.13 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 2 1 28 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 279 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 No.2 *Except* 5-47,4-48,3-49,24-31,25-30,26-29: 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.): 10-19. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-39, 13-40, 12-41, 11-43, 9-44, 8-45, 16-38, 17-37, 18-35, 20-34, 21-33 REACTIONS.All bearings 38-10-0. (lb) - Max Horz 50=249(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 39, 40, 41, 43, 45, 46, 47, 48, 38, 37, 35, 33, 32, 31, 30 except 50=-222(LC 6), 28=-183(LC 9), 49=-206(LC 7), 29=-175(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 39, 40, 41, 43, 44, 45, 46, 47, 48, 38, 37, 35, 34, 33, 32, 31, 30 except 50=309(LC 19), 49=270(LC 8), 29=266(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-205/250, 8-9=-270/327, 10-11=-218/273, 11-12=-218/273, 12-13=-218/273, 13-15=-218/273, 15-16=-218/273, 16-17=-218/273, 17-18=-218/273, 18-19=-218/273, 20-21=-270/327, 21-22=-205/250 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 40, 41, 43, 45, 46, 47, 48, 38, 37, 35, 33, 32, 31, 30 except (jt=lb) 50=222, 28=183, 49=206, 29=175. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 19,2019 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 1901991R Truss A4 Truss Type Piggyback Base Qty 8 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207247 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:51 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-omUxRUeLyBPna_ZdUwoTtlWR1SDlizQT?0WbEPymK5_ Scale = 1:77.0 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 26 27 3x6 3x8 MT18HS 3x6 2x4 2x4 4x6 3x6 5x6 2x4 2x4 3x6 4x8 5x9 4x6 4x8 6x6 1.5x4 6x6 3x4 5x9 3x6 4x6 4x6 4x8 0-0-8 0-0-8 5-4-8 5-4-0 10-5-8 5-1-0 10-6-0 0-0-8 12-0-12 1-6-12 19-7-0 7-6-4 27-1-4 7-6-4 33-0-8 5-11-4 35-11-8 2-11-0 39-1-8 3-2-0 39-2-0 0-0-8 -1-2-8 1-2-8 5-4-8 5-4-8 10-5-8 5-1-0 12-0-12 1-7-4 19-7-0 7-6-4 27-1-4 7-6-4 33-0-8 5-11-4 35-11-8 2-11-0 39-2-0 3-2-8 1-6-1411-7-81-6-142-0-011-7-810.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [6:0-4-4,0-2-0], [9:0-4-4,0-2-0], [17:0-5-8,0-2-12], [22:0-7-0,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.64 0.55 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.26 0.08 0.03 (loc) 18-20 18-20 14 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 234 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-16: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 5-21,6-21,6-20,8-20,9-20,9-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-7-3 max.): 6-9. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-22 WEBS 1 Row at midpt 6-21, 8-20, 9-20 REACTIONS.(lb/size)25=500/0-3-0, 14=1151/0-3-8, 22=1540/0-3-8 Max Horz 25=246(LC 9) Max Uplift 25=-10(LC 11), 14=-57(LC 11), 22=-93(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-381/65, 5-6=-327/160, 6-8=-849/223, 8-9=-849/223, 9-10=-1283/226, 10-12=-1735/215, 12-13=-1119/149, 2-25=-449/109, 13-14=-1112/140 BOT CHORD 24-25=-234/275, 5-22=-1317/118, 20-21=-92/343, 18-20=-12/902, 17-18=-42/1328, 10-17=0/372 WEBS 22-24=-131/329, 4-22=-309/147, 5-21=-28/1029, 6-21=-846/119, 6-20=-123/952, 8-20=-500/190, 9-18=-17/545, 10-18=-533/178, 15-17=-33/981, 12-17=0/598, 12-15=-878/83, 13-15=-43/826 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 22. 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. August 19,2019 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 1901991R Truss B1 Truss Type Common Qty 3 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207248 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:52 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-Gy2JfqfzjVXeC87q1eJiQy2g7saBRKucEgG8lrymK4z Scale = 1:65.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10151617181920 3x6 4x6 3x6 3x6 7-6-8 7-6-8 14-9-8 7-3-0 22-4-0 7-6-8 -1-2-8 1-2-8 5-8-12 5-8-12 11-2-0 5-5-4 16-7-4 5-5-4 22-4-0 5-8-12 23-6-8 1-2-8 1-6-1410-10-91-6-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-AS 0.36 0.47 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.17 0.03 0.02 (loc) 11-13 13-14 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-11,4-13,2-14,8-10: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS.(lb/size)14=963/0-3-0, 10=963/0-3-0 Max Horz 14=238(LC 9) Max Uplift 14=-65(LC 10), 10=-65(LC 11) Max Grav 14=999(LC 18), 10=999(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-301/161, 4-5=-937/244, 5-6=-937/244, 6-8=-301/161, 2-14=-366/192, 8-10=-366/192 BOT CHORD 13-14=-70/805, 11-13=0/582, 10-11=0/710 WEBS 5-11=-126/490, 5-13=-126/490, 4-14=-859/10, 6-10=-859/9 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 4x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 19,2019 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 1901991R Truss B1GE Truss Type Common Supported Gable Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207249 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:53 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-k8cisAgbUofVpIi0bLrxyAbtzG0?Az8mTK0hIIymK4y Scale = 1:66.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x4 3x4 3x4 3x6 5x6 5x6 22-4-0 22-4-0 -1-2-8 1-2-8 11-2-0 11-2-0 22-4-0 11-2-0 23-6-8 1-2-8 1-6-1410-10-91-6-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [11:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.22 0.12 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 15 14 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 138 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* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.All bearings 22-4-0. (lb) - Max Horz 29=238(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 29=-222(LC 6), 16=-194(LC 7), 28=-201(LC 7), 17=-181(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 25, 26, 27, 21, 20, 19, 18, 17 except 29=282(LC 19), 16=260(LC 18), 22=293(LC 11), 28=265(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-190/270, 7-8=-236/322, 8-9=-236/322, 9-10=-190/270 WEBS 8-22=-354/194 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except (jt=lb) 29=222, 16=194, 28=201, 17=181. August 19,2019 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 1901991R Truss C1GE Truss Type Common Supported Gable Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207250 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:55 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-gXjSHrhs0QvC3bsPjmtP2bgDW3iTets2wdVoMAymK4w Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x4 3x4 3x4 3x6 5x6 5x6 21-7-8 21-7-8 21-8-0 0-0-8 -1-2-8 1-2-8 10-10-0 10-10-0 21-8-0 10-10-0 22-10-8 1-2-8 1-6-1410-7-31-6-1410.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [11:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.22 0.12 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 15 14 16 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 133 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* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.All bearings 21-7-0. (lb) - Max Horz 29=233(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 29=-282(LC 6), 16=-245(LC 7), 28=-258(LC 7), 17=-231(LC 6) Max Grav All reactions 250 lb or less at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 29=326(LC 19), 16=296(LC 18), 22=283(LC 11), 28=312(LC 8), 17=282(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-180/259, 7-8=-227/312, 8-9=-227/312, 9-10=-180/259 WEBS 8-22=-341/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except (jt=lb) 29=282, 16=245, 28=258, 17=231. 12) N/A August 19,2019 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 1901991R Truss C1GR Truss Type Common Girder Qty 1 Ply 3 MacKay Res._1901991R Job Reference (optional) I38207251 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:57 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-dwrCiXj6Y19wIv0nqBvt70mUctD96dILOx_vR3ymK4u Scale = 1:64.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9151617181920212223 3x6 4x6 3x6 6x12 MT20HS 6x8 10x10 4x6 10x10 4x6 10x10 4x8 4x8 6x12 MT20HS 5-6-12 5-6-12 10-10-0 5-3-4 16-1-4 5-3-4 21-7-8 5-6-4 21-8-0 0-0-8 5-6-12 5-6-12 10-10-0 5-3-4 16-1-4 5-3-4 21-8-0 5-6-12 22-7-8 0-11-8 1-6-1410-7-31-6-1410.00 12 Plate Offsets (X,Y)-- [9:Edge,0-5-8], [10:0-3-8,0-6-0], [11:0-5-0,0-6-0], [13:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.50 0.74 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.18 0.03 0.04 (loc) 10-11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 467 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud *Except* 4-11,5-11,3-11: 2x4 SPF No.2, 1-14,7-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=8561/0-3-14 (req. 0-4-8), 9=8410/0-3-8 (req. 0-4-7) Max Horz 14=-220(LC 6) Max Uplift 14=-336(LC 10), 9=-347(LC 11) Max Grav 14=8600(LC 2), 9=8432(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-8563/419, 3-4=-6422/409, 4-5=-6419/408, 5-7=-8548/423, 1-14=-6875/346, 7-9=-6933/388 BOT CHORD 13-14=-220/1044, 11-13=-284/6507, 10-11=-205/6484, 9-10=-82/1033 WEBS 4-11=-411/7835, 5-11=-2376/235, 5-10=-110/2873, 3-11=-2410/237, 3-13=-119/2890, 1-13=-183/5632, 7-10=-164/5604 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 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. 9) WARNING: Required bearing size at joint(s) 14, 9 greater than input bearing size. 10) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=336, 9=347. Continued on page 2 August 19,2019 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 1901991R Truss C1GR Truss Type Common Girder Qty 1 Ply 3 MacKay Res._1901991R Job Reference (optional) I38207251 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:57 2019 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-dwrCiXj6Y19wIv0nqBvt70mUctD96dILOx_vR3ymK4u NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1549 lb down and 66 lb up at 1-8-4, 1549 lb down and 66 lb up at 3-8-4, 1549 lb down and 66 lb up at 5-8-4, 1549 lb down and 66 lb up at 7-8-4, 1549 lb down and 66 lb up at 9-8-4, 1549 lb down and 66 lb up at 11-8-4, 1549 lb down and 66 lb up at 13-8-4, 1549 lb down and 66 lb up at 15-8-4, and 1549 lb down and 66 lb up at 17-8-4, and 1549 lb down and 66 lb up at 19-8-4 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, 4-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 13=-1520(B) 15=-1520(B) 16=-1520(B) 17=-1520(B) 18=-1520(B) 19=-1520(B) 20=-1520(B) 21=-1520(B) 22=-1520(B) 23=-1520(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 1901991R Truss PB1 Truss Type GABLE Qty 2 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207252 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:58 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-56PbvtkkJLHnw3b_OuQ6fDIl4HkArF4VcbjSzVymK4t Scale = 1:37.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 3x4 3x4 0-7-11 0-7-11 14-4-13 13-9-1 15-0-8 0-7-11 7-6-4 7-6-4 15-0-8 7-6-4 0-4-136-3-30-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [8:0-0-0,0-0-0] 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-S 0.07 0.05 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 9 8 8 l/defl n/r n/r n/a L/d 120 90 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 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 13-9-1. (lb) - Max Horz 2=117(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) 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. 9) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 14, 11, 10. 11) N/A 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 19,2019 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 1901991R Truss PB2 Truss Type Piggyback Qty 33 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207253 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:37:59 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-ZIzz7DlM4ePeXDAAycxLCRrvmg29aikerFT0VxymK4s Scale = 1:38.1 1 2 3 4 5 6 7 10 9 81112 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 15-0-8 15-0-8 7-6-4 7-6-4 15-0-8 7-6-4 0-4-136-3-30-1-100-4-130-1-1010.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.13 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 49 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 13-9-1. (lb) - Max Horz 2=117(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-133(LC 10), 8=-133(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=339(LC 18), 10=355(LC 18), 8=354(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-258/174, 5-8=-258/174 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=133, 8=133. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. August 19,2019 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 1901991R Truss V1 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207254 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:00 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-1VXLKZl_ryXV9MlMVJTaleO3o4OvJ8Po4vCZ1OymK4r Scale = 1:48.9 1 2 3 4 5 9 8 7 63x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 18-6-13 18-6-13 18-7-2 0-0-5 9-3-9 9-3-9 18-7-2 9-3-9 0-0-47-9-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.25 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: 65 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 18-6-9. (lb) - Max Horz 1=143(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-171(LC 10), 6=-171(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=351(LC 20), 9=510(LC 17), 6=510(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-338/222, 4-6=-337/222 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=171, 6=171. August 19,2019 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 1901991R Truss V2 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207255 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:01 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-Vh5jXvmcbGfMnWJY31_pHswFDUkg2cExJZy7aqymK4q Scale = 1:38.8 1 2 3 4 5 9 8 7 610113x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 14-7-2 14-6-13 7-3-9 7-3-9 14-7-2 7-3-9 0-0-46-1-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.13 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: 48 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 14-6-9. (lb) - Max Horz 1=-111(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-132(LC 10), 6=-132(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=336(LC 17), 9=356(LC 17), 6=356(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-261/174, 4-6=-261/174 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=132, 6=132. August 19,2019 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 1901991R Truss V3 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207256 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:02 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-zte5lFnFMZnDOguldkV2q3TMpu3kn3w4XDhg6GymK4p Scale = 1:27.7 1 2 3 42x4 4x4 2x4 1.5x4 0-0-5 0-0-5 10-7-2 10-6-13 5-3-9 5-3-9 10-7-2 5-3-9 0-0-44-5-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.41 0.20 0.08 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: 31 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=227/10-6-9, 3=227/10-6-9, 4=329/10-6-9 Max Horz 1=-79(LC 8) Max Uplift 1=-35(LC 10), 3=-45(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. August 19,2019 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 1901991R Truss V4 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207257 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:02 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-zte5lFnFMZnDOguldkV2q3TQ8u5nn4h4XDhg6GymK4p Scale = 1:18.9 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-5 0-0-5 6-7-2 6-6-13 3-3-9 3-3-9 6-7-2 3-3-9 0-0-42-9-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-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=134/6-6-9, 3=134/6-6-9, 4=195/6-6-9 Max Horz 1=-47(LC 8) Max Uplift 1=-21(LC 10), 3=-27(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. August 19,2019 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 1901991R Truss V5 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207258 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:03 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-R4CUybot7tv40qTxBS0HMH0dmIRgWXOEmtRDeiymK4o Scale = 1:8.2 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-7-2 2-6-13 1-3-9 1-3-9 2-7-2 1-3-9 0-0-41-1-00-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=72/2-6-9, 3=72/2-6-9 Max Horz 1=-14(LC 6) Max Uplift 1=-4(LC 10), 3=-4(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. August 19,2019 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 1901991R Truss V6 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207259 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:04 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-vGmsAwoVuB1xe_27k9XWvUYlehl1FyWN?XAnA9ymK4n Scale = 1:47.2 1 2 3 4 5 9 8 7 610113x4 4x4 3x4 3x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 17-2-10 17-2-5 8-7-5 8-7-5 17-2-10 8-7-5 0-0-47-2-20-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.15 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 59 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 17-2-1. (lb) - Max Horz 1=-132(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-156(LC 10), 6=-156(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=351(LC 20), 9=455(LC 17), 6=455(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-307/203, 4-6=-307/203 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=156, 6=156. August 19,2019 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 1901991R Truss V7 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207260 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:05 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-OSKENGp7fUAoF8dKIs2lSi5xI560_QWXDBwKjbymK4m Scale = 1:34.5 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 13-2-10 13-2-5 6-7-5 6-7-5 13-2-10 6-7-5 0-0-45-6-20-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.14 0.10 0.09 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: 43 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 13-2-1. (lb) - Max Horz 1=-100(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-124(LC 10), 6=-124(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=315(LC 17), 6=315(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) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=124, 6=124. August 19,2019 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 1901991R Truss V8 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207261 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:06 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-sfucbcqlQoIetHCWsaZ__ve4bVRVjuGgSrfuF1ymK4l Scale = 1:24.9 1 2 3 42x4 4x4 2x4 1.5x4 0-0-5 0-0-5 9-2-10 9-2-5 4-7-5 4-7-5 9-2-10 4-7-5 0-0-43-10-20-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.15 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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=195/9-2-1, 3=195/9-2-1, 4=283/9-2-1 Max Horz 1=-68(LC 6) Max Uplift 1=-30(LC 10), 3=-39(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. August 19,2019 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 1901991R Truss V9 Truss Type Valley Qty 1 Ply 1 MacKay Res._1901991R Job Reference (optional) I38207262 8.310 s Jun 11 2019 MiTek Industries, Inc. Mon Aug 19 09:38:06 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:rwy508vaWhqQKgOjP5nynsynXVc-sfucbcqlQoIetHCWsaZ__ve72VTBjuogSrfuF1ymK4l Scale: 3/4"=1' 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-5 0-0-5 5-2-10 5-2-5 2-7-5 2-7-5 5-2-10 2-7-5 0-0-42-2-20-0-410.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 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 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=102/5-2-1, 3=102/5-2-1, 4=148/5-2-1 Max Horz 1=36(LC 7) Max Uplift 1=-16(LC 10), 3=-20(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) 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) All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. August 19,2019 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