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HomeMy WebLinkAbout9LV - Trusses16023 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 ProBuild (CarterLee Bldg Components). May 11,2020 Liu, Xuegang Pages or sheets covered by this seal: I41270256 thru I41270289 My license renewal date for the state of Indiana is July 31, 2020. B20001338 Wedgewood 9 Laura Vista 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 B20001338 Truss AT01 Truss Type Attic Qty 3 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270256 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:01:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-2?nIp4YfXlGbFj6EJfqFdvrn8mI?jUOcNYNH57zHWww Scale = 1:69.3 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 16 4x10 4x6 4x6 6x6 6x8 4x10 4x6 4x6 10x10 3x4 3x4 10x10 3x6 3x6 5x6 2x4 12-9-8 9-1-147-7-12 7-7-12 20-8-12 13-1-0 28-3-0 7-6-4 7-7-12 7-7-12 9-0-2 1-4-6 9-8-6 0-8-4 10-8-8 1-0-2 17-6-8 6-10-1 18-6-10 1-0-2 19-2-14 0-8-4 20-8-12 1-5-14 28-3-0 7-6-4 1-2-1411-11-61-2-1411-11-612.00 12 Plate Offsets (X,Y)-- [1:0-3-5,0-0-8], [4:0-3-8,0-3-0], [5:0-5-8,0-3-0], [8:0-1-11,0-0-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.61 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.34 0.03 0.27 (loc) 10-11 10-11 8 1-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-11: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 2-11,7-10: 2x4 SPF-S Stud, 3-6: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 5-0-0, Right 2x6 SPF No.2 4-11-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 2 Rows at 1/3 pts 3-6 REACTIONS. (size) 1=0-3-8, 8=0-3-8 Max Horz 1=294(LC 7) Max Grav 1=1645(LC 2), 8=1650(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2054/0, 2-3=-1167/175, 3-4=-163/356, 4-5=-115/733, 5-6=-197/295, 6-7=-1178/173, 7-8=-2062/0 BOT CHORD 1-11=0/1299, 10-11=0/1310, 8-10=0/1299 WEBS 2-11=0/989, 7-10=0/990, 3-13=-1954/215, 13-14=-1900/204, 6-14=-1909/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-0-0 to 5-3-10, Exterior(2R) 5-3-10 to 22-11-6, Exterior(2E) 22-11-6 to 28-3-0 zone; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 2-3, 6-7, 3-13, 13-14, 6-14; Wall dead load (5.0psf) on member(s).2-11, 7-10 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 10-11 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss AT02 Truss Type Attic Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270257 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:01:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-WBLh1QZHI3OStthQtNLU97Ox7AbTSuImbC7qdZzHWwv Scale = 1:67.0 123 45 6 10 987 11 13 14 12 15 16 17 18 5x8 6x8 6x6 6x10 6x8 5x8 10x10 4x10 3x4 3x6 10x10 5x12 4x10 5x6 12-9-8 9-1-147-9-8 7-8-0 7-7-12 7-7-12 20-8-12 13-1-0 28-3-0 7-6-4 7-7-12 7-7-12 10-8-5 3-0-9 10-8-8 0-0-2 17-6-8 6-10-1 17-6-11 0-0-2 20-8-12 3-2-1 28-3-0 7-6-4 11-9-711-11-611-9-711-11-6Plate Offsets (X,Y)-- [11:0-4-8,0-1-12], [12:0-6-0,0-2-4], [13:0-2-8,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.79 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.02 0.07 (loc) 8-9 8-9 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-9: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 1-10,6-7,2-9,11-12,5-8: 2x4 SPF No.2 10-11,7-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 1-10, 6-7, 10-11, 7-12 JOINTS 1 Brace at Jt(s): 1, 6, 11, 12, 13, 14 REACTIONS. (size) 10=0-3-8, 7=0-3-8 Max Horz 10=-423(LC 6) Max Uplift 10=-93(LC 6), 7=-91(LC 7) Max Grav 10=1841(LC 2), 7=1846(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-635/328, 2-3=-994/461, 3-4=-978/448, 4-5=-1019/475, 5-6=-556/295 BOT CHORD 9-10=-174/1128, 8-9=-165/1152, 7-8=-173/1127 WEBS 10-11=-1907/183, 9-11=0/1167, 2-11=-723/413, 11-13=-920/401, 13-14=-354/90, 12-14=-952/372, 8-12=0/1172, 5-12=-730/411, 7-12=-1928/185, 6-12=-176/441, 1-11=-210/521, 4-13=-384/380, 5-14=-409/800, 2-13=-396/724 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 23-1-4, Corner(3) 23-1-4 to 28-1-4 zone; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Ceiling dead load (5.0 psf) on member(s). 11-13, 13-14, 12-14; Wall dead load (5.0psf) on member(s).9-11, 8-12 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 8-9 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss AT03 Truss Type Attic Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270258 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:01:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-_Ov3Emav3NWJV1GcR4sjiKwAZaxvBLevqssO90zHWwu Scale = 1:70.4 123456 10 987 11 1213 14 15 16 175x8 6x8 4x6 6x8 5x8 10x10 4x10 3x6 3x6 10x10 4x10 6x16 2x4 12-9-8 9-1-147-9-8 7-8-0 7-7-12 7-7-12 14-2-4 6-6-8 20-8-12 6-6-8 28-3-0 7-6-4 7-7-12 7-7-12 14-2-4 6-6-8 20-8-12 6-6-8 28-3-0 7-6-4 11-11-6Plate Offsets (X,Y)-- [11:0-4-8,0-1-12], [12:0-4-8,0-1-12] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.77 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.02 0.07 (loc) 8-9 8-9 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-9: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x3 SPF No.2 *Except* 1-10,6-7,10-11,7-12: 2x4 SPF 2100F 1.8E 2-9,5-8,11-12: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 1-10, 6-7, 10-11, 7-12 JOINTS 1 Brace at Jt(s): 1, 6, 11, 12, 13 REACTIONS. (size) 10=0-3-8, 7=0-3-8 Max Horz 10=-429(LC 6) Max Uplift 10=-95(LC 6), 7=-93(LC 7) Max Grav 10=1841(LC 2), 7=1846(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-674/312, 2-3=-1171/543, 3-5=-1171/543, 5-6=-607/299 BOT CHORD 9-10=-180/1119, 8-9=-171/1143, 7-8=-178/1119 WEBS 10-11=-1891/186, 9-11=0/1169, 2-11=-708/428, 8-12=0/1169, 5-12=-717/426, 7-12=-1913/188, 11-13=-831/352, 12-13=-882/343, 3-13=-274/230, 5-13=-568/866, 2-13=-567/812, 6-12=-180/492, 1-11=-193/560 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 23-1-4, Corner(3) 23-1-4 to 28-1-4 zone; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Ceiling dead load (5.0 psf) on member(s). 11-13, 12-13; Wall dead load (5.0psf) on member(s).9-11, 8-12 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 8-9 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE01 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270259 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-lwO4wVgwAqWASFt9vm?b10GdooqX37h4g6opRYzHWwm Scale = 1:94.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 41 42 43 44 45 46 4791 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 92 93 94 95 4x6 4x6 6x6 4x8 4x8 5x6 3x6 3x6 3x4 3x4 3x4 3x6 3x6 3x8 5x8 13-7-8 13-7-8 21-0-8 7-5-0 28-5-8 7-5-0 29-8-0 1-2-8 51-3-0 21-7-0 -1-2-8 1-2-8 13-8-0 13-8-0 29-8-0 16-0-0 36-1-0 6-5-0 51-3-0 15-2-0 52-5-8 1-2-8 0-9-912-0-02-1-21-10-112-1-25-9-102-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-13], [2:0-0-9,0-4-5], [2:0-0-4,0-0-7], [14:0-3-0,0-3-8], [23:0-1-12,0-0-0], [24:0-3-0,0-4-4], [24:0-0-0,0-2-12], [33:0-4-0,0-2-13], [38:0-3-0,Edge], [68:0-3-0,0-1-8], [81:0-3-0,0-1-8], [81:0-0-0,0-1-12], [82:0-1-12,0-0-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.09 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.02 0.00 (loc) 47 47 46 47 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 461 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 33-59,32-61,31-62,30-63,29-64,27-67,26-69,25-70,15-80,13-82,12-83 ,34-58,35-57,36-56: 2x4 SPF No.2 WEDGE Left: 2x4 SPF-S 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.): 14-33. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 75-76,74-75. 1 Row at midpt 28-66 WEBS 1 Row at midpt 33-59, 32-61, 31-62, 30-63, 29-64, 27-67, 26-69, 25-70, 16-79, 15-80, 13-82, 12-83, 34-58, 35-57, 36-56 REACTIONS.All bearings 51-3-0. (lb) - Max Horz 2=309(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 81, 75, 68, 65, 46, 59, 61, 62, 63, 64, 67, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 57, 56, 55, 54, 53, 52, 51, 50, 49 except 2=-230(LC 6), 66=-130(LC 6), 48=-138(LC 11) Max Grav All reactions 250 lb or less at joint(s) 81, 75, 68, 66, 65, 48, 46, 59, 61, 62, 63, 64, 67, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 58, 57, 56, 55, 54, 53, 52, 51, 50, 49 except 2=289(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/371, 3-4=-318/329, 4-5=-300/322, 5-6=-290/319, 6-7=-279/316, 7-9=-267/339, 9-10=-255/364, 10-11=-244/389, 11-12=-232/417, 12-13=-215/427, 13-14=-165/346, 14-15=-171/381, 15-16=-171/381, 16-17=-171/381, 17-18=-171/381, 18-19=-171/381, 19-20=-171/381, 20-21=-171/381, 21-22=-171/381, 22-23=-171/381, 23-25=-171/381, 25-26=-171/381, 26-27=-171/381, 27-28=-171/381, 28-29=-172/382, 29-30=-172/382, 30-31=-172/382, 31-32=-172/382, 32-33=-172/382, 33-34=-194/419, 34-35=-193/407, 35-36=-175/363, 36-37=-156/318, 37-39=-143/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-0, Interior(1) 4-1-0 to 6-2-0, Exterior(2R) 6-2-0 to 21-5-0, Interior(1) 21-5-0 to 28-7-1, Exterior(2R) 28-7-1 to 43-7-0, Interior(1) 43-7-0 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 zone; 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 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated.Continued on page 2 May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE01 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270259 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:05 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-lwO4wVgwAqWASFt9vm?b10GdooqX37h4g6opRYzHWwm NOTES- 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s) 66, 46 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 81, 75, 68, 65, 46, 59, 61, 62, 63, 64, 67, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 57, 56, 55, 54, 53, 52, 51, 50, 49 except (jt=lb) 2=230, 66=130, 48=138. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 81, 75, 68, 67, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE02 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270260 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-D7yT7rhYx8e14PSLSTXqZEoigC74oZQEumYM__zHWwl Scale = 1:52.6 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x8 3x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-3-0 12-3-0 -1-2-8 1-2-8 12-3-0 12-3-0 0-9-98-11-98.00 12 Plate Offsets (X,Y)-- [13:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.26 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 12-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13 REACTIONS.All bearings 12-3-0. (lb) - Max Horz 22=347(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20 except 22=-112(LC 6), 21=-181(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 14, 15, 16, 17, 18, 19, 20, 21 except 22=297(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-354/202, 4-5=-257/165 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-3-0, Exterior(2N) 4-3-0 to 6-9-10, Corner(3E) 6-9-10 to 12-1-4 zone; 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 15, 16, 17, 18, 19, 20 except (jt=lb) 22=112, 21=181. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270261 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-diebltjRE30cxtBw8b4XBsQ8AQ95?rdgbjm0aJzHWwi Scale = 1:83.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 40 41 5x6 3x8 3x6 4x6 3x6 3x8 5x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-11-0 19-11-0 -1-2-8 1-2-8 9-11-8 9-11-8 19-11-0 9-11-8 21-1-8 1-2-8 2-4-012-3-82-4-012.00 12 Plate Offsets (X,Y)-- [22:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.30 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 170 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 11-30,10-31,9-32,12-29,13-28: 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 11-30, 10-31, 9-32, 12-29, 13-28 REACTIONS.All bearings 19-11-0. (lb) - Max Horz 39=-365(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 31, 33, 34, 36, 37, 29, 27, 26, 25, 24 except 39=-789(LC 6), 22=-758(LC 7), 32=-102(LC 10), 38=-708(LC 7), 28=-102(LC 11), 23=-682(LC 6) Max Grav All reactions 250 lb or less at joint(s) 31, 32, 33, 34, 36, 37, 29, 28, 27, 26, 25, 24 except 39=839(LC 9), 22=805(LC 8), 30=495(LC 11), 38=765(LC 8), 23=738(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-39=-404/399, 2-3=-375/387, 4-5=-150/294, 5-6=-132/388, 6-8=-171/469, 8-9=-209/546, 9-10=-264/654, 10-11=-269/651, 11-12=-269/651, 12-13=-264/654, 13-14=-209/546, 14-16=-171/469, 16-17=-129/388, 17-18=-141/294, 19-20=-358/371, 20-22=-387/383 WEBS 11-30=-793/284, 3-38=-266/261, 19-23=-256/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 4-7-8, Corner(3R) 4-7-8 to 15-3-8, Exterior(2N) 15-3-8 to 15-9-14, Corner(3E) 15-9-14 to 21-1-8 zone; 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 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 33, 34, 36, 37, 29, 27, 26, 25, 24 except (jt=lb) 39=789, 22=758, 32=102, 38=708, 28=102, 23=682. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE04 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270262 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-a4lMAYlhmgHKAALJF06?GHWUFDgvTklz21F7fCzHWwg Scale = 1:81.6 1 2 3 45 6 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 43 44 45 46 3x4 4x10 4x8 5x8 2x4 2x4 3x4 3x4 3x8 3x12 4x6 3x4 3x6 2x4 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-9-2 9-9-2 12-3-8 2-6-6 12-7-8 0-4-0 18-5-14 5-10-6 28-3-0 9-9-2 -1-2-8 1-2-8 4-11-13 4-11-13 9-9-2 4-9-5 12-7-8 2-10-6 18-5-14 5-10-6 24-0-0 5-6-2 28-3-0 4-3-0 29-5-8 1-2-8 1-2-1411-0-012-1-22-4-01-1-212-1-212.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-0-12], [4:0-8-4,0-1-12], [4:0-0-9,0-0-0], [6:0-6-4,0-1-12], [7:0-2-7,0-2-0], [13:0-2-12,0-2-4], [33:0-1-12,0-2-0], [36:0-1-13,0-1-0], [38:0-1-13,0-1-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.92 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.63 0.01 0.01 (loc) 10-11 10-11 10 11 l/defl >475 >294 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-15,4-13,6-13,6-11: 2x4 SPF No.2, 2-22,8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 29-30,4-14,34-35: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,13-14,11-12. 1 Row at midpt 5-13 WEBS 1 Row at midpt 4-15, 4-13, 6-13, 7-11 REACTIONS.All bearings 12-7-0 except (jt=length) 10=0-3-8. (lb) - Max Horz 22=350(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 13, 22, 21 except 15=-190(LC 10), 10=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s) 14, 16, 17, 18, 19, 20, 21 except 13=923(LC 2), 13=914(LC 1), 15=360(LC 17), 22=368(LC 23), 10=772(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-437/251, 2-22=-282/223, 8-10=-312/193 BOT CHORD 21-22=-195/254, 20-21=-195/254, 19-20=-195/254, 18-19=-195/254, 17-18=-195/254, 16-17=-195/254, 15-16=-195/254, 14-15=-176/261, 13-14=-176/261, 5-13=-314/151, 10-11=-8/285 WEBS 3-15=-274/275, 11-13=-23/283, 6-13=-568/107, 6-11=-111/492, 7-11=-205/264, 7-10=-411/35 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-1-3, Exterior(2E) 24-1-3 to 29-5-8 zone; 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 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 22, 21 except (jt=lb) 15=190, 10=112. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270263 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-2GJkOulJX_PBoKwVpkdEpV2o?dEvCD56Hh?hBezHWwf Scale = 1:74.7 1 2 3 4 5 6 7 8 910 21 20 19 18 17 16 15 14 13 12 11 22 23 2x4 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 12-4-0 12-4-0 11-6-0 11-6-0 12-4-0 0-10-0 3-11-811-7-811-0-138.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.04 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 10-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 9-12,8-13,7-14,6-15: 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 9-4-4 oc bracing. WEBS 1 Row at midpt 10-11, 9-12, 8-13, 7-14, 6-15 REACTIONS.All bearings 12-4-0. (lb) - Max Horz 21=292(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 20 except 21=-227(LC 8), 19=-625(LC 10) Max Grav All reactions 250 lb or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 20 except 21=643(LC 10), 19=323(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-855/366, 1-2=-443/211, 2-3=-354/168, 3-4=-286/143 BOT CHORD 20-21=-401/181, 19-20=-401/181 WEBS 1-22=-348/771, 19-22=-395/878 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-5-6, Exterior(2N) 5-5-6 to 6-2-0, Corner(3R) 6-2-0 to 11-6-0, Corner(3E) 11-6-0 to 12-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 20 except (jt=lb) 21=227, 19=625. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270264 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-Sr?s0woCqvnmfoe4UsBxQ7gG3qDpOeqZzfDLozzHWwc Scale = 1:72.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2526 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 4x6 4x6 3x6 3x6 3x6 5x8 4x6 26-7-13 26-7-13 30-11-8 4-3-11 8-0-9 8-0-9 14-11-6 6-10-13 30-11-8 16-0-2 3-11-812-0-02-8-21-3-152-8-29-3-148.00 12 8.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-1-12], [7:0-4-4,0-2-4], [8:0-1-12,0-0-0], [13:0-4-4,0-2-4], [18:0-0-0,0-1-12], [18:0-2-12,0-2-4], [19:0-2-2,0-0-0], [43:0-2-10,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.22 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.02 (loc) - - 27 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 13-39,12-40,11-41,10-42,9-44,8-45,6-46: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 29-30,28-29,27-28. WEBS 1 Row at midpt 13-39, 12-40, 11-41, 10-42, 9-44, 8-45, 6-46 REACTIONS.All bearings 30-11-8. (lb) - Max Horz 51=-341(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 51, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31 except 27=-158(LC 9), 30=-116(LC 11), 29=-128(LC 7), 28=-389(LC 6) Max Grav All reactions 250 lb or less at joint(s) 51, 27, 30, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31 except 29=258(LC 8), 28=380(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-185/274, 6-7=-194/293, 7-8=-171/266, 8-9=-171/266, 9-10=-171/266, 10-11=-171/266, 11-12=-171/266, 12-13=-171/266, 13-14=-198/298, 14-15=-180/265, 21-22=-262/226, 23-24=-259/210, 25-26=-306/240, 26-27=-255/184 BOT CHORD 50-51=-249/296, 49-50=-249/296, 48-49=-249/296, 47-48=-249/296, 46-47=-249/296, 45-46=-249/296, 44-45=-249/296, 42-44=-249/296, 41-42=-249/296, 40-41=-249/296, 39-40=-249/296, 38-39=-249/296, 37-38=-249/296, 36-37=-249/296, 35-36=-249/296, 34-35=-249/296, 33-34=-249/296, 32-33=-249/296, 31-32=-249/296, 30-31=-249/296, 29-30=-223/267, 28-29=-238/288 WEBS 23-30=-232/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-7-6, Corner(3R) 5-7-6 to 20-3-6, Exterior(2N) 20-3-6 to 25-6-2, Corner(3E) 25-6-2 to 30-9-12 zone; 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 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE06 Truss Type GABLE Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270264 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-Sr?s0woCqvnmfoe4UsBxQ7gG3qDpOeqZzfDLozzHWwc NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 51, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31 except (jt=lb) 27=158, 30=116, 29=128, 28=389. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 51, 30, 39, 40, 41, 42, 44, 45, 46, 47, 48, 49, 50, 38, 37, 36, 35, 34, 33, 32, 31, 29 , 28. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss GE07 Truss Type Valley Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270265 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-w2ZFDGpqbCvdHyDG2aiAzLDNcEX975ZiCJzuKPzHWwb Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 4x6 4x6 5x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-9-5 15-9-5 15-9-5 15-9-5 0-0-410-6-38.00 12 Plate Offsets (X,Y)-- [7:0-2-2,0-0-0], [8:0-2-12,0-2-4], [8:0-0-0,0-1-12], [13:0-3-14,Edge], [14:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.63 0.34 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 12-15,11-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 12-15, 11-16 REACTIONS.All bearings 15-9-5. (lb) - Max Horz 1=394(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except 14=-107(LC 9) Max Grav All reactions 250 lb or less at joint(s) 14, 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/234, 2-3=-329/206, 3-4=-306/195, 4-5=-282/178, 5-6=-257/163 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-5-12 to 5-9-6, Exterior(2N) 5-9-6 to 10-4-0, Corner(3E) 10-4-0 to 15-7-9 zone; 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 except (jt=lb) 14=107. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss M01 Truss Type MONOPITCH Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270266 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-OE7dRcpSMW1Tu5oScHDPWYlZXet7sPCsQziSsrzHWwa Scale = 1:49.7 1 2 3 4 5 6 87 9 14 3x6 4x8 3x8 3x4 2x4 3x6 3x4 3x6 6-1-8 6-1-8 12-3-0 6-1-8 -1-2-8 1-2-8 6-1-8 6-1-8 12-3-0 6-1-8 0-9-98-11-97-5-108-11-98.00 12 Plate Offsets (X,Y)-- [2:0-5-6,Edge], [6:0-4-8,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.29 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 0.13 0.05 (loc) 7-8 7-8 14 8-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 14=0-3-0 Max Horz 2=343(LC 10) Max Uplift 2=-9(LC 10), 14=-206(LC 10) Max Grav 2=561(LC 1), 14=496(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-419/0, 7-9=-117/367, 6-9=-117/367 BOT CHORD 2-8=-191/415, 7-8=-191/415 WEBS 4-8=0/262, 4-7=-510/235, 6-14=-511/221 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 11-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 14=206. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270267 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-sQg?eyq47q9KWFNf9_ke2mIpo2FObzh?fdS?PIzHWwZ Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-5-1 22-5-1 11-2-8 11-2-8 22-5-1 11-2-8 0-4-77-4-30-1-80-4-70-1-88.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-11-3. (lb) - Max Horz 2=-186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 13=-151(LC 10), 15=-119(LC 10), 11=-151(LC 11), 10=-119(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=375(LC 20), 13=462(LC 17), 15=350(LC 17), 11=461(LC 18), 10=350(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-289/201, 6-11=-289/201 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-7-5, Interior(1) 5-7-5 to 5-10-15, Exterior(2R) 5-10-15 to 16-6-2, Interior(1) 16-6-2 to 16-9-12, Exterior(2E) 16-9-12 to 22-1-6 zone; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=151, 15=119, 11=151, 10=119. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PB02 Truss Type GABLE Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270268 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-LdENsIrit7HB8PyrjiGtbzryOSaXKQF8uHBYxkzHWwY Scale = 1:55.2 1 2 3 4 5 6 98710 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 14-0-13 14-0-13 14-0-13 14-0-13 0-4-79-3-10-1-80-1-88.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.23 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 120 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 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 13-3-15. (lb) - Max Horz 2=362(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-130(LC 10), 9=-188(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7 except 2=255(LC 19), 8=462(LC 17), 9=573(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/248 WEBS 5-8=-260/184, 3-9=-347/234 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-12 to 5-7-5, Interior(1) 5-7-5 to 8-8-0, Exterior(2E) 8-8-0 to 13-11-9 zone; end vertical left 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=130, 9=188. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-50, 2-10=-35, 7-10=-50 Continued on page 2 May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PB02 Truss Type GABLE Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270268 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:19 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-LdENsIrit7HB8PyrjiGtbzryOSaXKQF8uHBYxkzHWwY LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=46, 2-6=27, 2-7=-12 Horz: 1-2=-58, 2-6=-39 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-6=-45, 2-7=-20 Horz: 1-2=-19, 2-6=25 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-6=-15, 2-7=-12 Horz: 1-2=-10, 2-6=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 2-7=-12 Horz: 1-2=-17, 2-6=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-6=-34, 2-7=-20 Horz: 1-2=9, 2-6=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 2-7=-20 Horz: 1-2=-17, 2-6=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 2-7=-12 Horz: 1-2=-34, 2-6=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 2-7=-12 Horz: 1-2=-17, 2-6=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-6=28, 2-7=-12 Horz: 1-2=-34, 2-6=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-6=11, 2-7=-12 Horz: 1-2=-17, 2-6=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-6=8, 2-7=-20 Horz: 1-2=-34, 2-6=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-6=-9, 2-7=-20 Horz: 1-2=-17, 2-6=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-20, 2-10=-40, 7-10=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-6=-61, 2-10=-35, 7-10=-50 Horz: 1-2=6, 2-6=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 2-10=-35, 7-10=-50 Horz: 1-2=-13, 2-6=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-6=-29, 2-10=-35, 7-10=-50 Horz: 1-2=-26, 2-6=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-6=-42, 2-10=-35, 7-10=-50 Horz: 1-2=-13, 2-6=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-6=-28, 2-7=-12 Horz: 1-2=-16, 2-6=16 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PB02 Truss Type GABLE Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270268 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:19 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-LdENsIrit7HB8PyrjiGtbzryOSaXKQF8uHBYxkzHWwY LOAD CASE(S) Standard Except: 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=4, 2-7=-12 Horz: 1-6=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PB03 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270269 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-LdENsIrit7HB8PyrjiGtbzr0oSc2KTk8uHBYxkzHWwY Scale = 1:15.6 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-10-13 6-10-13 3-5-7 3-5-7 6-10-13 3-5-6 0-4-72-2-20-1-80-4-70-1-88.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-4-15, 4=5-4-15, 6=5-4-15 Max Horz 2=54(LC 9) Max Uplift 2=-40(LC 10), 4=-47(LC 11) Max Grav 2=149(LC 1), 4=149(LC 1), 6=188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PB04 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270270 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-ppol3dsKeRP2lZX1HPn67BN9Ary93wzI6xx6TAzHWwX Scale = 1:22.8 1 2 3 45 6 4x6 2x4 2x4 2x4 6-10-1 6-10-1 3-5-0 3-5-0 6-10-1 3-5-0 0-5-33-3-80-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-8-10, 4=5-8-10, 6=5-8-10 Max Horz 2=-81(LC 8) Max Uplift 2=-41(LC 11), 4=-45(LC 11) Max Grav 2=164(LC 1), 4=164(LC 1), 6=175(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PB05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270271 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-H?M7HzszPlXvNj6Er7ILgOwKAFIqoMXRLbgf0dzHWwW Scale = 1:52.7 12 3 4 5 6789 20 19 18 17 16 15 14 13 12 11 10 2x4 2x4 6x6 4x6 6x6 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 28-3-0 28-3-0 12-0-5 12-0-5 14-1-8 2-1-3 16-2-11 2-1-3 28-3-0 12-0-5 1-0-93-3-93-5-10-1-81-0-90-1-812.00 12 Plate Offsets (X,Y)-- [4:0-1-13,Edge], [6:0-1-13,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-10: 2x3 SPF No.2 OTHERS 2x4 SPF-S 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.): 1-4, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-3-0. (lb) - Max Horz 20=-82(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 20, 10, 15, 16, 18, 19, 14, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 20, 10, 15 except 16=330(LC 1), 18=344(LC 1), 19=337(LC 23), 14=330(LC 1), 12=344(LC 1), 11=339(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-266/132, 3-18=-264/126, 6-14=-266/132, 7-12=-263/125, 8-11=-251/119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 12-0-5, Exterior(2R) 12-0-5 to 14-1-8, Exterior(2E) 14-1-8 to 16-2-11, Interior(1) 16-2-11 to 22-10-2, Exterior(2E) 22-10-2 to 28-1-12 zone; 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 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10, 15, 16, 18, 19, 14, 12, 11. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270272 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-lCwWUJtbA2fm?tgQOqpaDcTXwff9XoWbaFQCY3zHWwV Scale = 1:50.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 22-5-1 22-5-1 11-2-8 11-2-8 22-5-1 11-2-8 0-4-77-4-30-1-80-4-70-1-88.00 12 Plate Offsets (X,Y)-- [28:0-1-12,0-0-0], [29:0-3-0,0-1-4], [29:0-0-0,0-1-12] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.04 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 16 17 16 16 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 20-11-3. (lb) - Max Horz 2=-186(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-10-8, Exterior(2R) 5-10-8 to 16-6-8, Exterior(2E) 16-6-8 to 22-1-6 zone; 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 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 30, 31, 23, 22, 21, 20, 19, 18. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270273 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-DOUuifuDxMndc0FcyYKplp?in3zzGHakpv9m4VzHWwU Scale = 1:15.6 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-10-13 6-10-13 3-5-7 3-5-7 6-10-13 3-5-6 0-4-72-2-20-1-80-4-70-1-88.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.07 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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. (size) 2=5-4-15, 4=5-4-15, 6=5-4-15 Max Horz 2=54(LC 9) Max Uplift 2=-40(LC 10), 4=-47(LC 11) Max Grav 2=149(LC 1), 4=149(LC 1), 6=188(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270274 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-ha2Gv?vrigvUEAqpWFr2I1Yn?THk?iot1ZvJcxzHWwT Scale = 1:55.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 4x6 3x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-9-5 13-9-5 13-9-5 13-9-5 0-4-79-0-120-1-80-1-88.00 12 Plate Offsets (X,Y)-- [6:0-2-2,0-0-0], [7:0-2-12,0-2-4], [7:0-0-0,0-1-12], [13:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.23 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13 REACTIONS.All bearings 13-0-7. (lb) - Max Horz 2=341(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21 Max Grav All reactions 250 lb or less at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/202, 3-4=-265/164 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-11 to 5-9-5, Interior(1) 5-9-5 to 8-4-0, Exterior(2E) 8-4-0 to 13-7-9 zone; 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 2, 14, 15, 16, 17, 18, 19, 20, 21. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss PBE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270275 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-9nbe6LwTTz1LsKP?4zMHqE52bsg5kBm1GDet9OzHWwS Scale = 1:29.6 1 2 3 4 5 6 7 89 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-8-13 8-8-13 4-4-6 4-4-6 8-8-13 4-4-6 0-5-34-2-140-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [8:0-2-6,0-1-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 7-7-6. (lb) - Max Horz 2=-106(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; 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 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T01 Truss Type Piggyback Base Qty 8 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270276 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-69jPX1xj?bI35eZOBNPlwfAIFgE9Cw_KkX7zDGzHWwQ Scale = 1:93.2 1 2 3 4 56 78910 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 4x6 10x10 6x6 6x8 4x6 4x8 5x6 3x4 3x6 4x6 2x4 3x6 5x6 6x8 2x4 4x8 6x10 3x8 4x6 3x6 3x4 6x6 6-8-0 6-8-0 12-1-12 5-5-12 13-7-8 1-5-12 21-0-8 7-5-0 28-5-8 7-5-0 29-7-8 1-2-0 29-8-0 0-0-8 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 -1-2-8 1-2-8 6-8-0 6-8-0 13-8-0 7-0-0 21-0-8 7-4-8 28-5-8 7-5-0 29-8-0 1-2-8 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 52-5-8 1-2-8 0-9-99-10-1412-0-01-10-112-1-25-9-102-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-13], [2:0-0-9,0-4-5], [2:0-0-4,0-0-7], [5:0-6-0,0-2-12], [8:0-3-0,0-4-4], [8:0-0-0,0-2-12], [9:0-1-12,0-0-0], [10:0-5-4,0-3-0], [16:0-2-8,0-1-8], [20:0-4-4,0-3-0], [21:0-4-0,0-2-8], [22:0-3-15,0-3-0], [23:0-4-0,0-1-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.57 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.02 0.05 (loc) 22-23 22-23 20 2-25 l/defl >999 >913 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-20,10-18: 2x4 SPF No.2, 13-15: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S 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.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-20 WEBS 1 Row at midpt 5-24, 7-20, 10-20, 12-18 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 2=309(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-102(LC 10), 24=-338(LC 7), 20=-180(LC 6), 15=-220(LC 11) Max Grav All reactions 250 lb or less at joint(s) except 2=459(LC 25), 24=1297(LC 25), 20=1929(LC 2), 15=996(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/270, 3-5=-189/403, 5-6=-259/156, 6-7=-259/156, 7-9=-65/416, 9-10=-65/418, 10-12=-465/303, 12-13=-967/255, 13-15=-881/258 BOT CHORD 2-25=-126/333, 24-25=-126/333, 21-22=-312/218, 9-20=-326/126, 16-18=-94/665 WEBS 3-25=-90/264, 3-24=-559/312, 5-24=-842/173, 5-22=-105/376, 6-22=-499/237, 7-22=-123/580, 7-21=-6/292, 7-20=-744/111, 10-20=-899/98, 10-18=-100/639, 12-18=-661/244, 12-16=0/306, 13-16=-62/575 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-2-0, Exterior(2R) 6-2-0 to 21-0-8, Interior(1) 21-0-8 to 28-6-12, Exterior(2R) 28-6-12 to 43-7-1, Interior(1) 43-7-1 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 2, 338 lb uplift at joint 24, 180 lb uplift at joint 20 and 220 lb uplift at joint 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T02 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270277 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-aLHnlMyMmuQwjo8al5w_StjTD4Z2xOnTyBtXljzHWwP Scale = 1:100.1 1 2 3 4 5 6789 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 8x8 4x6 6x8 4x6 4x8 5x6 3x4 3x4 3x6 2x4 5x8 8x8 8x8 2x4 4x10 8x16 3x8 4x6 3x6 3x4 6x6 6-11-4 6-11-4 13-7-8 6-8-4 21-0-8 7-5-0 28-5-8 7-5-0 29-7-8 1-2-0 29-8-0 0-0-8 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 -1-2-8 1-2-8 6-11-4 6-11-4 13-8-0 6-8-12 21-0-12 7-4-12 28-5-8 7-4-12 29-8-0 1-2-8 36-1-0 6-5-0 43-6-12 7-5-12 51-3-0 7-8-4 52-5-8 1-2-8 0-9-99-10-1412-0-01-10-112-1-25-9-102-1-212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-13], [2:0-0-9,0-4-5], [2:0-0-4,0-0-7], [4:0-2-0,0-5-0], [4:0-0-0,0-2-12], [5:0-4-0,0-2-13], [10:0-5-4,0-3-0], [16:0-2-8,0-1-8], [21:0-4-0,0-2-8], [22:0-4-0,0-3-15], [23:0-3-8,0-2-4] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.59 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.05 0.04 (loc) 22-23 22-23 20 22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-21: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-20,10-20,10-18: 2x4 SPF No.2, 13-15: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-20 WEBS 1 Row at midpt 3-23, 5-22, 8-20, 10-20, 12-18 REACTIONS. (size) 2=0-3-8, 20=0-3-8, 15=0-3-8 Max Horz 2=309(LC 9) Max Uplift 2=-175(LC 10), 20=-257(LC 7), 15=-233(LC 11) Max Grav 2=1106(LC 17), 20=2747(LC 2), 15=862(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1408/258, 3-5=-917/304, 5-6=-592/208, 6-8=-593/209, 8-9=-118/775, 9-10=-119/778, 10-12=-288/323, 12-13=-783/273, 13-15=-748/271 BOT CHORD 2-24=-191/1223, 23-24=-190/1224, 22-23=-174/861, 21-22=-636/240, 20-21=-523/196, 9-20=-363/133, 16-18=-108/513 WEBS 3-24=0/299, 3-23=-631/239, 5-23=-77/278, 6-22=-496/235, 8-22=-266/1364, 8-21=-11/398, 8-20=-1330/210, 10-20=-1185/117, 10-18=-93/712, 12-18=-689/241, 12-16=0/335, 13-16=-77/423 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-2-0, Exterior(2R) 6-2-0 to 21-0-12, Interior(1) 21-0-12 to 28-6-12, Exterior(2R) 28-6-12 to 43-7-1, Interior(1) 43-7-1 to 47-1-14, Exterior(2E) 47-1-14 to 52-5-8 zone; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 2, 257 lb uplift at joint 20 and 233 lb uplift at joint 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270278 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-2Yr9yiz_XCYmLxjmJoRD?4FacUqIgqkdBrc4I9zHWwO Scale = 1:71.9 1 2 3 4 5 6 7 8 910 17 16 15 14 13 11 22 23 24 25 26 12 3x6 3x8 2x4 5x8 3x4 5x6 5x8 3x6 2x4 3x6 4x6 4x6 6x8 2x4 4x6 7-3-0 7-3-0 13-7-8 6-4-8 16-9-11 3-2-3 21-0-8 4-2-13 28-5-8 7-5-0 29-7-8 1-2-0 30-7-0 0-11-8 -1-2-8 1-2-8 7-3-0 7-3-0 13-7-8 6-4-8 16-9-11 3-2-3 22-7-9 5-9-15 28-5-8 5-9-15 30-7-0 2-1-8 0-9-912-0-03-8-88.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-2-0], [13:0-6-0,0-2-8], [16:0-4-4,0-2-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.84 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.32 0.09 0.06 (loc) 13-14 13-14 11 17-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11,9-14,9-13,10-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-2 oc bracing: 2-17 8-8-9 oc bracing: 16-17. WEBS 1 Row at midpt 10-11, 4-16, 6-16, 6-15, 8-14, 9-13 REACTIONS. (size) 11=1-3-0, 2=0-3-8, 12=0-3-8 Max Horz 2=476(LC 10) Max Uplift 11=-88(LC 7), 2=-124(LC 10), 12=-130(LC 7) Max Grav 11=670(LC 2), 2=1414(LC 17), 12=650(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1792/133, 4-6=-1313/146, 6-7=-1195/233, 7-8=-1012/204, 8-9=-1080/236, 10-11=-1005/153 BOT CHORD 2-17=-445/1510, 16-17=-445/1510, 15-16=-310/1206, 14-15=-252/1095 WEBS 4-17=0/306, 4-16=-590/230, 6-15=-306/153, 7-15=-134/452, 8-14=-408/189, 9-14=-311/1347, 9-13=-1190/306, 10-13=-152/1008 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 9-3-11, Exterior(2R) 9-3-11 to 24-3-10, Interior(1) 24-3-10 to 25-1-10, Exterior(2E) 25-1-10 to 30-5-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 11, 124 lb uplift at joint 2 and 130 lb uplift at joint 12. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T04 Truss Type Piggyback Base Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270279 8.240 s Apr 4 2020 MiTek Industries, Inc. Mon May 11 16:35:23 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158 ID:UJQXwL339PSw6nGLTOpm4?zHZxN-unmn158qdEx7zPYUrgW51c0vwCZeBa6A6yoXakzHWRY Scale = 1:73.2 1 2 3 4 5 6 7 8 910 16 15 14 13 12 11 17 22 23 24 25 26 3x6 6x16 4x6 5x8 3x4 5x6 5x12 3x6 2x4 3x6 4x6 4x6 6x8 2x4 4x6 3x6 7-3-0 7-3-0 13-7-8 6-4-8 16-9-11 3-2-3 21-0-8 4-2-13 28-5-8 7-5-0 30-10-8 2-5-0 -1-2-8 1-2-8 7-3-0 7-3-0 13-7-8 6-4-8 16-9-11 3-2-3 22-7-9 5-9-15 28-5-8 5-9-15 30-10-8 2-5-0 0-9-912-0-010-1-1212-0-03-8-88.00 12 6.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-2-0], [11:Edge,0-3-8], [12:0-9-8,0-2-4], [15:0-4-4,0-2-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.87 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.33 -0.29 0.09 (loc) 12-13 12-13 22 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 10-11,9-13,9-12,10-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-6 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 8-13, 9-12 REACTIONS.(lb/size) 2=1304/0-3-8, 22=1204/0-3-0 Max Horz 2=431(LC 7) Max Uplift 2=-160(LC 10), 22=-238(LC 7) Max Grav 2=1432(LC 17), 22=1286(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-543/0, 3-23=-1821/168, 4-23=-1733/192, 4-5=-1371/190, 5-24=-1314/199, 6-24=-1283/227, 6-7=-1264/281, 7-8=-1099/199, 8-25=-1166/231, 9-25=-1166/231, 9-10=-299/158 BOT CHORD 2-26=-326/1605, 16-26=-326/1605, 15-16=-326/1605, 14-15=-316/1314, 13-14=-334/1215, 12-13=-174/343 WEBS 4-16=0/304, 4-15=-588/225, 6-14=-264/213, 7-14=-201/407, 8-13=-403/195, 9-13=-337/1348, 9-12=-1322/503, 10-12=-308/1403, 10-22=-1300/232 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 9-3-11, Exterior(2R) 9-3-11 to 24-3-10, Interior(1) 24-3-10 to 30-5-12 zone; 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2 and 238 lb uplift at joint 22. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T05 Truss Type COMMON Qty 6 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270280 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-_wzvNO_E3poUaFs9QDTh4VLx1Hax8ndve85BM1zHWwM Scale = 1:72.8 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 3x6 4x6 3x6 3x6 3x8 3x6 3x6 3x4 4x8 4x8 3x4 9-11-8 9-11-8 19-11-0 9-11-8 -1-2-8 1-2-8 4-9-0 4-9-0 9-11-8 5-2-8 15-2-0 5-2-8 19-11-0 4-9-0 21-1-8 1-2-8 2-4-012-3-82-4-012.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.64 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.49 0.01 0.01 (loc) 11-13 11-13 10 11 l/defl >780 >483 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-11: 2x4 SPF No.2, 2-13,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-11, 3-13, 7-10 REACTIONS. (size) 13=0-3-8, 10=0-3-8 Max Horz 13=-365(LC 8) Max Uplift 13=-94(LC 11), 10=-94(LC 10) Max Grav 13=981(LC 18), 10=981(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/220, 3-5=-719/264, 5-7=-719/264, 7-8=-262/221, 2-13=-340/230, 8-10=-335/231 BOT CHORD 11-13=-158/642, 10-11=0/517 WEBS 5-11=-215/580, 7-11=-171/279, 3-11=-171/279, 3-13=-754/45, 7-10=-760/43 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-7-14, Exterior(2R) 4-7-14 to 15-3-2, Interior(1) 15-3-2 to 15-9-14, Exterior(2E) 15-9-14 to 21-1-8 zone; 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 13 and 94 lb uplift at joint 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270281 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-S7XIak?sq7wLCPRL_x_wdjt2dhvAtAf3torkuUzHWwL Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 3x6 4x8 8x8 3x6 3x4 3x6 3x6 3x6 3x8 3x4 3x4 5x6 8x8 3x6 6-5-12 6-5-12 10-8-7 4-2-11 17-6-9 6-10-3 28-3-0 10-8-7 -1-2-8 1-2-8 5-5-7 5-5-7 10-8-7 5-2-15 17-6-9 6-10-3 22-9-9 5-2-15 28-3-0 5-5-7 29-5-8 1-2-8 1-2-1411-11-51-2-1411-11-512.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-4,0-1-12], [6:0-6-4,0-1-12], [11:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.70 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.67 0.02 0.05 (loc) 11-12 11-12 11 15-16 l/defl >635 >386 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-14,6-14,6-12: 2x4 SPF No.2, 2-16,9-11: 2x4 SPF-S 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. WEBS 1 Row at midpt 5-14, 6-14, 8-12, 8-11 REACTIONS. (size) 16=0-10-0, 15=0-3-8, 11=0-3-8 Max Horz 16=344(LC 9) Max Uplift 16=-52(LC 6), 15=-129(LC 10), 11=-112(LC 11) Max Grav 16=527(LC 2), 15=998(LC 2), 11=1114(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/101, 3-5=-637/260, 5-6=-382/260, 6-8=-876/280, 8-9=-557/197, 2-16=-457/123, 9-11=-560/217 BOT CHORD 15-16=-348/364, 12-14=-28/622, 11-12=0/642 WEBS 3-15=-811/203, 3-14=-24/493, 6-14=-419/83, 6-12=-95/635, 8-12=-248/292, 8-11=-623/64 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 24-1-14, Exterior(2E) 24-1-14 to 29-5-8 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 16, 129 lb uplift at joint 15 and 112 lb uplift at joint 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T07 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270282 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-wJ4go40UaR2CpZ0XYeW99wQDL5EOcdsC6SaIRwzHWwK Scale = 1:69.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 3x6 4x8 4x8 3x4 3x4 3x6 3x6 3x6 3x8 3x4 3x4 5x6 8x8 6-5-12 6-5-12 10-8-8 4-2-12 17-6-8 6-10-1 28-3-0 10-8-8 -1-2-8 1-2-8 5-5-8 5-5-8 10-8-8 5-3-0 17-6-8 6-10-1 22-9-8 5-3-0 28-3-0 5-5-8 1-2-1411-11-61-2-1411-11-612.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [5:0-6-4,0-1-12], [6:0-6-4,0-1-12], [9:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.70 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.67 0.02 0.05 (loc) 9-10 9-10 9 13-14 l/defl >634 >386 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-12,6-12,6-10: 2x4 SPF No.2, 2-14,8-9: 2x4 SPF-S 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. WEBS 1 Row at midpt 5-12, 6-12, 7-10, 7-9 REACTIONS. (size) 14=0-10-0, 13=0-3-8, 9=0-3-8 Max Horz 14=332(LC 9) Max Uplift 14=-46(LC 6), 13=-136(LC 10), 9=-79(LC 11) Max Grav 14=526(LC 2), 13=1001(LC 2), 9=1044(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-416/94, 3-5=-638/250, 5-6=-383/252, 6-7=-881/271, 7-8=-529/138, 2-14=-457/109, 8-9=-456/140 BOT CHORD 13-14=-361/342, 10-12=-41/590, 9-10=-24/649 WEBS 3-13=-811/216, 3-12=-29/492, 6-12=-422/85, 6-10=-98/643, 7-10=-258/296, 7-9=-643/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 22-10-11, Exterior(2E) 22-10-11 to 28-1-4 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 14, 136 lb uplift at joint 13 and 79 lb uplift at joint 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270283 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-OVe2?Q07LkA3Rjbk5L1Oi8zMpVa2L8NML6KrzMzHWwJ Scale = 1:74.5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x6 5x10 MT18HS 4x8 3x6 3x8 MT18HS 3x8 4x6 3x4 4x6 3x6 5x10 MT18HS 5x10 MT18HS 10-8-8 10-8-8 17-6-8 6-10-1 28-3-0 10-8-8 -1-2-8 1-2-8 5-5-8 5-5-8 10-8-8 5-3-0 17-6-8 6-10-1 22-9-8 5-3-0 28-3-0 5-5-8 1-2-1411-11-61-2-1411-11-612.00 12 Plate Offsets (X,Y)-- [3:0-2-6,0-2-1], [5:0-8-4,0-1-12], [6:0-6-4,0-1-12], [7:0-2-6,0-2-1], [9:Edge,0-1-8], [13:Edge,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.74 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.75 0.03 0.02 (loc) 12-13 9-10 9 10 l/defl >739 >450 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 145 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 5-12,6-12,6-10: 2x4 SPF No.2, 2-13,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-12, 7-10, 3-13, 7-9 REACTIONS. (size) 13=0-3-8, 9=0-3-8 Max Horz 13=332(LC 9) Max Uplift 13=-119(LC 10), 9=-89(LC 11) Max Grav 13=1349(LC 2), 9=1283(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-599/192, 3-5=-1171/330, 5-6=-764/311, 6-7=-1181/329, 7-8=-565/133, 2-13=-591/214, 8-9=-482/137 BOT CHORD 12-13=-212/974, 10-12=-47/784, 9-10=-61/845 WEBS 3-12=-227/291, 5-12=-74/500, 6-10=-114/564, 7-10=-237/294, 3-13=-853/96, 7-9=-877/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 22-10-11, Exterior(2E) 22-10-11 to 28-1-4 zone; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 13 and 89 lb uplift at joint 9. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T09 Truss Type COMMON Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270284 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-tiCQDm1l62Iw3sAwf3YdELVgCu?I4cqVZm3PVpzHWwI Scale = 1:67.2 1 2 3 4 7 6 5 8 9 3x6 4x6 2x4 2x4 3x4 3x4 4x8 5-0-0 5-0-0 12-4-0 7-4-0 5-0-0 5-0-0 11-6-0 6-6-0 12-4-0 0-10-0 3-11-811-7-811-0-138.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.42 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 -0.01 0.01 (loc) 5-6 5-6 5 6 l/defl >999 >843 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-5,4-5: 2x4 SPF No.2, 1-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5, 2-5 REACTIONS. (size) 7=0-3-8, 5=0-3-8 Max Horz 7=292(LC 10) Max Uplift 5=-273(LC 10) Max Grav 7=528(LC 17), 5=649(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/0, 1-7=-477/0 BOT CHORD 6-7=-302/189, 5-6=-199/343 WEBS 3-5=-324/248, 1-6=0/358, 2-5=-460/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-2-6, Exterior(2R) 6-2-6 to 11-6-0, Exterior(2E) 11-6-0 to 12-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 lb uplift at joint 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss T10 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270285 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-LumoQ62NtMQng0l6Dm3snZ2mTIGGpwkeoQpy1FzHWwH Scale = 1:68.7 1 2 3 4 5 6 7 815141312 11 10 9 16 17 18 19 20 21 2x4 4x8 4x8 3x6 6x18 MT18HS 3x4 3x6 6x18 MT18HS 3x8 3x6 4x6 3x6 4x8 5x8 4x6 8-0-9 8-0-9 14-11-6 6-10-13 20-9-10 5-10-3 26-7-13 5-10-3 30-11-8 4-3-11 3-0-0 3-0-0 8-0-9 5-0-9 14-11-6 6-10-13 20-9-10 5-10-3 26-7-13 5-10-3 30-11-8 4-3-11 3-11-89-3-1412-0-01-3-152-8-29-3-148.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-0], [4:0-5-12,0-2-0], [8:Edge,0-1-12], [9:0-1-0,0-1-8], [11:0-2-8,0-2-0], [12:0-2-8,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.69 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.50 0.36 0.18 (loc) 10-11 10-11 9 10-11 l/defl >999 >732 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 140 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-13: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-9,1-15: 2x4 SPF-S Stud, 4-14,8-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-12, 7-11, 2-15 REACTIONS. (size) 9=0-3-8, 15=0-3-8 Max Horz 15=-341(LC 6) Max Uplift 9=-159(LC 11), 15=-85(LC 10) Max Grav 9=1372(LC 18), 15=1370(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/265, 3-4=-931/268, 4-5=-1498/301, 5-7=-2253/293, 7-8=-4821/531, 8-9=-1351/198 BOT CHORD 14-15=-163/738, 12-14=0/1181, 11-12=-55/1837, 10-11=-388/3797 WEBS 2-14=-72/499, 3-14=-26/369, 4-14=-490/121, 4-12=-100/882, 5-12=-987/261, 5-11=-6/691, 7-11=-2088/369, 7-10=-94/1641, 8-10=-391/4063, 2-15=-1290/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 22-5-6, Interior(1) 22-5-6 to 25-6-2, Exterior(2E) 25-6-2 to 30-9-12 zone; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 9 and 85 lb uplift at joint 15. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss V01 Truss Type Valley Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270286 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-p4KBeR3?efYeIAKJnUa5Kmb3ZikiYZNo14YVahzHWwG Scale = 1:50.9 1 2 3 4 76583x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-5 12-9-5 0-0-48-6-38.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.17 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 12-9-5. (lb) - Max Horz 1=324(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-140(LC 10), 7=-157(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=487(LC 17), 7=477(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/234 WEBS 3-6=-276/194, 2-7=-299/202 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-13 to 5-9-6, Interior(1) 5-9-6 to 7-4-8, Exterior(2E) 7-4-8 to 12-8-1 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=140, 7=157. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 1-8=-35, 5-8=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 1-5=-12 Horz: 1-4=-40 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss V01 Truss Type Valley Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270286 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:37 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-p4KBeR3?efYeIAKJnUa5Kmb3ZikiYZNo14YVahzHWwG LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-45, 1-5=-20 Horz: 1-4=25 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-15, 1-5=-12 Horz: 1-4=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 1-5=-12 Horz: 1-4=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-34, 1-5=-20 Horz: 1-4=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 1-5=-20 Horz: 1-4=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 1-5=-12 Horz: 1-4=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 1-5=-12 Horz: 1-4=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=28, 1-5=-12 Horz: 1-4=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=11, 1-5=-12 Horz: 1-4=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 1-5=-20 Horz: 1-4=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-9, 1-5=-20 Horz: 1-4=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 1-8=-40, 5-8=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 1-8=-35, 5-8=-50 Horz: 1-4=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 1-8=-35, 5-8=-50 Horz: 1-4=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-29, 1-8=-35, 5-8=-50 Horz: 1-4=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-42, 1-8=-35, 5-8=-50 Horz: 1-4=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 1-5=-12 Horz: 1-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss V02 Truss Type Valley Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270287 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-HHuZrn4dPzgVwKvVKB5Ks_7CK63zH21xFkI368zHWwF Scale = 1:40.7 1 2 3 5463x4 2x4 2x4 2x4 2x4 9-9-5 9-9-5 0-0-46-6-38.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.23 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-9-5, 4=9-9-5, 5=9-9-5 Max Horz 1=245(LC 10) Max Uplift 4=-42(LC 10), 5=-195(LC 10) Max Grav 1=201(LC 19), 4=152(LC 17), 5=612(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/149 WEBS 2-5=-372/285 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=195. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 1-6=-35, 4-6=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=32, 1-4=-12 Horz: 1-3=-44 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss V02 Truss Type Valley Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270287 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:38 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-HHuZrn4dPzgVwKvVKB5Ks_7CK63zH21xFkI368zHWwF LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-41, 1-4=-20 Horz: 1-3=21 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-15, 1-4=-12 Horz: 1-3=3 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-34, 1-4=-20 Horz: 1-3=14 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 1-4=-20 Horz: 1-3=-11 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 1-4=-12 Horz: 1-3=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=28, 1-4=-12 Horz: 1-3=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=11, 1-4=-12 Horz: 1-3=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 1-4=-20 Horz: 1-3=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-9, 1-4=-20 Horz: 1-3=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 1-6=-40, 4-6=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 1-6=-35, 4-6=-50 Horz: 1-3=11 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 1-6=-35, 4-6=-50 Horz: 1-3=-8 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-29, 1-6=-35, 4-6=-50 Horz: 1-3=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-42, 1-6=-35, 4-6=-50 Horz: 1-3=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 1-4=-12 Horz: 1-3=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 1-4=-12 Horz: 1-3=-16 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss V03 Truss Type Valley Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270288 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-HHuZrn4dPzgVwKvVKB5Ks_7CV63NH3sxFkI368zHWwF Scale = 1:28.2 1 2 3 542x4 2x4 2x4 2x4 2x4 6-9-5 6-9-5 0-0-44-6-38.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-9-5, 4=6-9-5, 5=6-9-5 Max Horz 1=165(LC 10) Max Uplift 1=-2(LC 8), 4=-55(LC 10), 5=-132(LC 10) Max Grav 1=89(LC 10), 4=140(LC 17), 5=337(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-259/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=132. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20001338 Truss V04 Truss Type Valley Qty 2 Ply 1 Wedgewood 9 Laura Vista Job Reference (optional) I41270289 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon May 11 16:02:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:UJQXwL339PSw6nGLTOpm4?zHZxN-lTSx274FAHoMXUUhuvcZPBgN0WPR0W25UO1ceazHWwE Scale = 1:15.5 1 2 3 2x4 2x4 2x4 3-9-5 3-9-5 0-0-42-6-38.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-9-5, 3=3-9-5 Max Horz 1=85(LC 10) Max Uplift 3=-54(LC 10) Max Grav 1=128(LC 1), 3=137(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 11,2020 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 87 654321BOTTOM 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 System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses 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