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HomeMy WebLinkAboutTruss Engineering16023 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). March 13,2020 Liu, Xuegang Pages or sheets covered by this seal: I40617130 thru I40617204 My license renewal date for the state of Indiana is July 31, 2020. B20000635 McKenzie 20 Bridgemont 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 B20000635 Truss AG01 Truss Type ATTIC Qty 1 Ply 3 McKenzie 20 Bridgemont Job Reference (optional) I40617130 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 13 17:30:20 2020 Page 1 Builders Firstsource, Mooresville, Indiana 46158, . ID:06iUielm?SWcLNSP0dHJWqyBefh-KalWCol8UEK8MqAc4VK__4Ta4M5OEoP0HIKgHezbHG1 Scale = 1:72.4 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 202122 23 24 25 26 4x6 6x6 6x8 4x6 8x16 10x10 8x8 3x6 3x12 3x12 6x16 6x18 MT18HS 4x10 3x6 2x4 3x8 5x12 4x6 2x4 8x10 8x8 8-8-08-1-144-0-0 4-0-0 9-1-0 5-1-0 18-0-8 8-11-8 19-8-8 1-8-0 23-1-8 3-5-0 27-1-8 4-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 9-1-0 5-1-0 10-4-14 1-3-14 16-8-10 6-3-12 18-0-8 1-3-14 19-8-8 1-8-0 23-1-8 3-5-0 27-1-8 4-0-0 1-7-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-3-12], [7:0-5-8,0-3-0], [12:0-0-4,0-0-4], [12:0-5-6,0-0-8], [13:0-8-8,0-2-8], [14:0-10-4,0-1-12], [15:0-10-4,0-3-0], [17:0-3-8,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.75 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.37 0.01 0.07 (loc) 14-15 14-15 12 14 l/defl >999 >869 n/a >999 L/d 480 360 n/a 240 PLATES MT20 MT18HS Weight: 824 lb FT = 20% GRIP 137/123 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 4-6,7-10: 2x6 SP 2400F 2.0E BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 5-17,8-15: 2x4 SPF 2100F 1.8E, 19-20: 2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E, Right: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 21, 22 REACTIONS.(lb/size)12=7659/Mechanical, 2=3322/0-3-8 Max Horz 2=162(LC 5) Max Grav 12=9996(LC 37), 2=4248(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4658/0, 3-4=-6626/0, 4-5=-6458/0, 5-6=-3153/0, 6-23=-3368/0, 7-23=-3368/0, 7-8=-3024/0, 8-9=-8970/0, 9-10=-8265/0, 10-11=-8334/0, 11-12=-11377/0 BOT CHORD 2-18=0/3066, 17-18=0/3056, 16-17=0/4571, 15-16=0/4571, 14-15=0/5894, 14-24=0/7125, 13-24=0/7125, 13-25=0/7110, 25-26=0/7110, 12-26=0/7110 WEBS 3-17=-109/2052, 17-19=0/3875, 5-19=0/3511, 15-20=-6/8341, 8-20=0/8215, 11-14=-2247/46, 19-21=-1216/11, 3-18=-2939/86, 11-13=0/4569, 6-21=0/940, 7-21=-1367/27, 9-14=-77/4144, 9-15=-6566/108 NOTES- 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1 1/2x11 7/8 - 6 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 14-9 2x4 - 2 rows staggered at 0-4-0 oc, member 15-9 2x4 - 2 rows staggered at 0-4-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 19-21, 21-22, 20-22; Wall dead load (5.0psf) on member(s).17-19, 15-20 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 15-17 12) Refer to girder(s) for truss to truss connections. Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. March 13,2020 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 B20000635 Truss AG01 Truss Type ATTIC Qty 1 Ply 3 McKenzie 20 Bridgemont Job Reference (optional) I40617130 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Mar 13 17:30:20 2020 Page 2 Builders Firstsource, Mooresville, Indiana 46158, . ID:06iUielm?SWcLNSP0dHJWqyBefh-KalWCol8UEK8MqAc4VK__4Ta4M5OEoP0HIKgHezbHG1 NOTES- 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. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9959 lb down and 267 lb up at 19-8-8, 641 lb down at 21-7-8, and 641 lb down at 23-7-8, and 641 lb down at 25-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-12=-64, 2-17=-16, 15-17=-32, 12-15=-16, 19-20=-8 Drag: 17-19=-8, 15-20=-8 Concentrated Loads (lb) Vert: 14=-6527(B) 24=-628(B) 25=-628(B) 26=-628(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000635 Truss AT01 Truss Type ATTIC Qty 4 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617131 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-MTlPq8o6AjVDV_snYIQJI8SATR_1sLTowo6DnPzbKAn Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 181920 21 4x6 5x6 5x8 4x6 3x4 10x10 3x6 2x4 2x4 10x10 3x6 3x4 2x4 2x4 4x6 4x6 4x6 2x4 4x6 5x6 8-8-08-1-144-0-0 4-0-0 9-1-0 5-1-0 18-0-8 8-11-8 23-1-8 5-1-0 27-1-8 4-0-0 4-0-0 4-0-0 9-1-0 5-1-0 10-4-14 1-3-14 16-8-10 6-3-12 18-0-8 1-3-14 23-1-8 5-1-0 27-1-8 4-0-0 1-7-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-4-0,0-3-4], [6:0-5-12,0-3-4], [13:0-4-12,0-5-0], [14:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.38 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 14-15 14 11 14-15 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 13-14: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-14,7-13,17-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 19, 20 REACTIONS. (size)16=Mechanical, 11=Mechanical Max Horz 16=173(LC 9) Max Grav 16=1297(LC 2), 11=1297(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1356/0, 2-4=-1377/0, 4-5=-757/4, 5-6=-758/0, 6-7=-761/4, 7-9=-1378/0, 9-10=-1355/0, 1-16=-1257/0, 10-11=-1257/0 BOT CHORD 14-15=0/1032, 13-14=0/899, 12-13=0/933 WEBS 14-17=0/576, 4-17=0/525, 13-18=0/578, 7-18=0/525, 2-15=-263/30, 9-12=-268/34, 1-15=0/944, 10-12=0/943 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-9 to 3-1-9, Interior(1) 3-1-9 to 10-4-14, Exterior(2R) 10-4-14 to 13-4-14, Interior(1) 13-4-14 to 16-8-10, Exterior(2R) 16-8-10 to 19-8-10, Interior(1) 19-8-10 to 26-11-15 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). 17-19, 19-20, 18-20; Wall dead load (5.0psf) on member(s).14-17, 13-18 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 8) Refer to girder(s) for truss to truss connections. 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. 11) Attic room checked for L/360 deflection. March 13,2020 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 B20000635 Truss AT02 Truss Type ATTIC Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617132 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Iss9FqpNiKlxkI09gjSnNZYVzEfzKEz5O6bKrHzbKAl Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 192021 22 4x6 5x6 5x8 4x6 3x4 10x10 3x6 2x4 2x4 10x10 3x6 2x4 2x4 2x4 4x6 4x6 4x6 2x4 5x6 5x6 8-8-08-1-144-0-0 4-0-0 9-1-0 5-1-0 18-0-8 8-11-8 23-1-8 5-1-0 27-1-8 4-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 9-1-0 5-1-0 10-4-14 1-3-14 16-8-10 6-3-12 18-0-8 1-3-14 23-1-8 5-1-0 27-1-8 4-0-0 1-7-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-0,0-3-4], [7:0-5-12,0-3-4], [14:0-4-12,0-5-0], [15:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.41 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 15-16 15 12 15-16 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 211 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 14-15: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 5-15,8-14,18-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 20, 21 REACTIONS. (size)17=0-3-8, 12=Mechanical Max Horz 17=183(LC 9) Max Grav 17=1350(LC 2), 12=1296(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1353/0, 3-5=-1374/0, 5-6=-756/4, 6-7=-757/0, 7-8=-760/4, 8-10=-1376/0, 10-11=-1355/0, 2-17=-1310/0, 11-12=-1256/0 BOT CHORD 15-16=0/1026, 14-15=0/898, 13-14=0/933 WEBS 15-18=0/574, 5-18=0/524, 14-19=0/578, 8-19=0/525, 3-16=-264/28, 10-13=-268/34, 2-16=0/941, 11-13=0/943 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-4-14, Exterior(2R) 10-4-14 to 13-4-14, Interior(1) 13-4-14 to 16-8-10, Exterior(2R) 16-8-10 to 19-8-10, Interior(1) 19-8-10 to 26-11-15 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). 18-20, 20-21, 19-21; Wall dead load (5.0psf) on member(s).15-18, 14-19 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-15 8) Refer to girder(s) for truss to truss connections. 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. 11) Attic room checked for L/360 deflection. March 13,2020 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 B20000635 Truss AT03 Truss Type ATTIC Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617133 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-m2QXSAq?TetoMSaMDQz0wm4hke0n3hEEcmKtNkzbKAk Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 202122 23 4x6 5x6 5x8 4x6 3x4 10x10 3x6 2x4 2x4 10x10 3x6 3x4 2x4 2x4 4x6 4x6 4x6 2x4 5x6 5x6 8-8-08-1-144-0-0 4-0-0 9-1-0 5-1-0 18-0-8 8-11-8 23-1-8 5-1-0 27-1-8 4-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 9-1-0 5-1-0 10-4-14 1-3-14 16-8-10 6-3-12 18-0-8 1-3-14 23-1-8 5-1-0 27-1-8 4-0-0 28-0-0 0-10-8 1-7-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-0,0-3-4], [7:0-5-12,0-3-4], [11:0-3-0,0-1-15], [15:0-4-12,0-5-0], [16:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.37 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.02 0.07 (loc) 16-17 16 13 16-17 l/defl >999 >999 n/a >999 L/d 480 360 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 15-16: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 5-16,8-15,19-20: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. JOINTS 1 Brace at Jt(s): 21, 22 REACTIONS. (size)18=0-3-8, 13=0-3-8 Max Horz 18=187(LC 11) Max Grav 18=1349(LC 2), 13=1349(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1352/0, 3-5=-1372/0, 5-6=-755/4, 6-7=-756/0, 7-8=-759/4, 8-10=-1373/0, 10-11=-1352/0, 2-18=-1310/0, 11-13=-1309/0 BOT CHORD 16-17=0/1032, 15-16=0/904, 14-15=0/927 WEBS 16-19=0/574, 5-19=0/524, 15-20=0/576, 8-20=0/523, 3-17=-263/28, 10-14=-269/33, 2-17=0/941, 11-14=0/940 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 10-4-14, Exterior(2R) 10-4-14 to 13-4-14, Interior(1) 13-4-14 to 16-8-10, Exterior(2R) 16-8-10 to 19-8-10, Interior(1) 19-8-10 to 28-0-0 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). 19-21, 21-22, 20-22; Wall dead load (5.0psf) on member(s).16-19, 15-20 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 15-16 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. March 13,2020 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 B20000635 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617134 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-EE_wfWrdEy?ezc9Yn8UFT_dx72Q9oFHNrQ4RwAzbKAj Scale = 1:30.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-7-8 7-7-8 -0-10-8 0-10-8 3-9-12 3-9-12 7-7-8 3-9-12 8-6-0 0-10-8 1-5-24-7-41-5-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.12 0.05 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 9 9 10 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 38 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-7-8. (lb) - Max Horz 16=102(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 3-9-12, Corner(3R) 3-9-12 to 6-9-12, Exterior(2N) 6-9-12 to 8-6-0 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) 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) 16, 10, 14, 15, 12, 11. 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. March 13,2020 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 B20000635 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617135 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Ad6g4CstmZFMDvJxvZWjYPiHhr6SG8mgIkZX_2zbKAh Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-3-0 10-3-0 -0-10-8 0-10-8 5-1-8 5-1-8 10-3-0 5-1-8 11-1-8 0-10-8 1-5-25-8-61-5-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.12 0.06 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 11 11 12 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 54 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-3-0. (lb) - Max Horz 20=-122(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 5-1-8, Corner(3R) 5-1-8 to 8-1-8, Exterior(2N) 8-1-8 to 11-1-8 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) 20, 12, 17, 18, 19, 15, 14, 13. 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. March 13,2020 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 B20000635 Truss GE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617136 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-7?DQVtu8HAV4SDTJ0_ZBdqnayfnxk2Wzm22e3xzbKAf Scale = 1:71.6 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 242526 60 61 4x6 5x6 5x8 4x6 3x4 10x10 3x6 10x10 3x6 3x4 4x6 4x6 4x6 5x6 5x6 8-8-08-1-144-0-0 4-0-0 9-1-0 5-1-0 18-0-8 8-11-8 23-1-8 5-1-0 27-1-8 4-0-0 -0-10-8 0-10-8 4-0-0 4-0-0 9-1-0 5-1-0 10-4-14 1-3-14 16-8-10 6-3-12 18-0-8 1-3-14 23-1-8 5-1-0 27-1-8 4-0-0 28-0-0 0-10-8 1-7-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-0,0-3-4], [7:0-2-0,0-0-2], [7:0-5-12,0-3-4], [11:0-3-0,0-1-15], [17:0-4-12,0-5-0], [18:0-4-12,0-5-0], [25:0-2-0,0-0-4], [27:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.12 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 12 11-12 13 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 278 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 17-18: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 5-18,8-17,23-24: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 35-36,50-51: 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.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 18-23, 17-24 JOINTS 1 Brace at Jt(s): 25, 26 REACTIONS.All bearings 27-1-8. (lb) - Max Horz 22=187(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 22, 18, 17, 21, 19, 16 Max Grav All reactions 250 lb or less at joint(s) 19, 20, 16, 15 except 22=495(LC 26), 18=618(LC 20), 17=613(LC 21), 13=495(LC 27), 21=328(LC 20), 14=314(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/55, 3-5=-456/69, 5-6=-410/31, 6-7=-253/30, 7-8=-411/33, 8-10=-456/63, 10-11=-403/37, 2-22=-465/17, 11-13=-465/1 BOT CHORD 20-21=-91/268, 19-20=-91/268, 18-19=-91/273, 17-18=-75/295 WEBS 18-23=-322/113, 5-23=-264/111, 17-24=-321/110, 8-24=-260/109, 3-21=-322/7, 10-14=-322/0 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 10-4-14, Corner(3R) 10-4-14 to 13-4-14, Exterior(2N) 13-4-14 to 16-8-10, Corner(3R) 16-8-10 to 19-8-10, Exterior(2N) 19-8-10 to 28-0-0 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) 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) 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, with BCDL = 10.0psf. 10) Ceiling dead load (5.0 psf) on member(s). 23-25, 25-26, 24-26; Wall dead load (5.0psf) on member(s).18-23, 17-24 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 18, 17, 21, 19, 16.Continued on page 2 March 13,2020 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 B20000635 Truss GE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617136 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-bCnpjDvm2Udx4N2Vah4QA1Kki37ATVm6?inBbNzbKAe NOTES- 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000635 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617137 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-3OLBwZwOpolohXdi8ObfiFtxdTSnCySGDMXl7qzbKAd Scale = 1:56.8 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 26 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-0-0 14-0-0 -0-10-8 0-10-8 7-0-0 7-0-0 14-0-0 7-0-0 14-10-8 0-10-8 1-7-28-7-21-7-212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.10 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 -0.00 (loc) 13 13 14 12 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 89 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 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 7-19 REACTIONS.All bearings 14-0-0. (lb) - Max Horz 24=-178(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-122(LC 8), 14=-113(LC 9), 23=-128(LC 9), 15=-121(LC 8) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-121/280, 6-7=-135/308, 7-8=-135/308, 8-9=-121/280 WEBS 7-19=-360/121 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 7-0-0, Corner(3R) 7-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 14-10-8 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) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=122, 14=113, 23=128, 15=121. 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. March 13,2020 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 B20000635 Truss GE05 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617138 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-x9bhmxzut0GEA8wTNEgbt51XF4i48gps8_VyGbzbKAZ Scale = 1:71.5 1 2 3 4 5 6 7 8 9 10 11 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 1257 58 59 60 3x6 4x6 4x6 3x6 3x4 3x8 4x6 4x10 3x8 10x10 3x6 3x6 3x8 3x4 10-8-14 10-8-14 16-8-8 5-11-10 20-7-2 3-10-10 22-8-8 2-1-6 22-10-4 0-1-12 31-0-0 8-1-12 -0-6-8 0-6-8 4-11-0 4-11-0 10-8-14 5-9-14 15-8-0 4-11-2 20-7-2 4-11-2 26-5-0 5-9-14 31-0-0 4-7-0 31-10-8 0-10-8 1-3-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [6:0-0-10,0-0-0], [7:0-4-4,0-1-12], [35:0-2-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.53 0.58 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.26 0.01 0.00 (loc) 12-13 12-13 12 14 l/defl >619 >373 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 316 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* 5-20,6-20,6-14,7-14: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 28-29,15-34,6-16,40-41,42-43,53-54: 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 5-20, 6-20, 6-14, 7-14 REACTIONS.All bearings 16-8-8 except (jt=length) 13=8-3-8, 13=8-3-8, 12=8-3-8. (lb) - Max Horz 27=236(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 13, 27, 12, 16 except 20=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 15, 15, 18, 19, 21, 22, 23, 24, 25, 26 except 20=1181(LC 1), 13=660(LC 20), 13=584(LC 1), 27=474(LC 25), 12=683(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-9=-457/149, 2-27=-280/113, 10-12=-313/79 BOT CHORD 26-27=-133/285, 25-26=-133/285, 24-25=-133/285, 23-24=-133/285, 22-23=-133/285, 21-22=-133/285, 20-21=-133/285, 12-13=0/313 WEBS 3-20=-335/202, 5-20=-437/58, 6-20=-520/102, 9-13=-495/134, 9-12=-420/25 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-6-8 to 2-6-11, Interior(1) 2-6-11 to 10-8-14, Exterior(2R) 10-8-14 to 13-10-1, Interior(1) 13-10-1 to 20-7-2, Exterior(2R) 20-7-2 to 23-8-5, Interior(1) 23-8-5 to 31-10-8 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. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 27, 12, 16 except (jt=lb) 20=176. 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 13,2020 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 B20000635 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617139 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-uYiSBd_9PeWyPS4sUfi3yW7tetSZcdM8cI_3LTzbKAX Scale = 1:90.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 2x4 2x4 4x6 3x6 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-10-8 20-10-8 9-6-8 9-6-8 20-10-8 11-4-0 21-9-0 0-10-8 3-4-1012-11-21-7-212.00 12 Plate Offsets (X,Y)-- [12:0-3-0,0-3-0], [19:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.54 0.26 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.01 -0.00 (loc) 18 18 19 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 182 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* 8-28,7-29,6-30,5-31,9-27,10-26,11-25: 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 8-28, 7-29, 6-30, 5-31, 9-27, 10-26, 11-25 REACTIONS.All bearings 20-10-8. (lb) - Max Horz 36=-267(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 36, 30, 31, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 19=-654(LC 11), 28=-117(LC 10), 20=-608(LC 8) Max Grav All reactions 250 lb or less at joint(s) 36, 29, 30, 31, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 19=780(LC 8), 28=374(LC 12), 20=587(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-179/304, 6-7=-217/374, 7-8=-217/379, 8-9=-217/379, 9-10=-217/374, 10-11=-194/304, 15-16=-273/253, 16-17=-444/393, 17-19=-440/371 WEBS 8-28=-458/223, 16-20=-235/254 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 2-10-8, Exterior(2N) 2-10-8 to 9-6-8, Corner(3R) 9-6-8 to 12-6-8, Exterior(2N) 12-6-8 to 21-9-0 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) 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) 36, 30, 31, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except (jt=lb) 19=654, 28=117, 20=608. 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. March 13,2020 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 B20000635 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617140 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-MkGqOy?nAxeo1bf22NDIUjf7bHrDL9jIqyjdtwzbKAW Scale = 1:12.3 1 2 3 4 5 2x4 2x4 2x4 -0-10-8 0-10-8 3-4-0 3-4-0 0-6-01-10-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.20 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=3-4-0, 2=3-4-0 Max Horz 2=48(LC 9) Max Uplift 4=-10(LC 12), 2=-13(LC 12) Max Grav 4=150(LC 1), 2=239(LC 1) 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 3-2-4 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) 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) 4, 2. 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. March 13,2020 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 B20000635 Truss GE08 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617141 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-qxqCcI0PxFmfflEEc4kX1xCHGhBK4czR3cTAPMzbKAV Scale = 1:16.7 1 2 3 5 4 3x4 3x6 2x4 2x4 -0-10-8 0-10-8 1-6-8 1-6-8 1-5-22-8-910.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.27 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=1-6-8, 4=1-6-8 Max Horz 5=71(LC 11) Max Uplift 5=-13(LC 8), 4=-56(LC 9) Max Grav 5=178(LC 1), 4=64(LC 10) 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) 5, 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. March 13,2020 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 B20000635 Truss GE09 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617142 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-mJyz0_1fTs0Nu3OdjVn?6MHXrVjWYN7kWwyHUEzbKAT Scale = 1:84.9 1 2 3 4 5 6 7 19 18 17 16 14 13 12 11 10 9 844454647 15 48 2x4 4x8 4x8 3x4 3x6 3x8 3x8 2x4 4x10 3x8 4x6 4x6 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 2x4 2x4 2x4 2x4 2x4 8-7-6 8-7-6 18-5-10 9-10-4 20-10-8 2-4-14 28-10-8 8-0-0 2-9-8 2-9-8 8-7-6 5-9-14 13-6-8 4-11-2 18-5-10 4-11-2 24-3-8 5-9-14 28-10-8 4-7-0 3-4-1012-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-6-4,0-1-12], [4:0-0-10,0-0-0], [5:0-6-4,0-1-12], [27:0-2-0,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.65 0.71 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.40 0.03 0.03 (loc) 16-18 16-18 8 16-18 l/defl >980 >621 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 253 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-18,4-18,4-16,5-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 20-21,25-26,4-28,33-34: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 4-16, 6-16, 2-19, 6-8 REACTIONS.All bearings 8-3-8 except (jt=length) 19=Mechanical, 15=0-3-8. (lb) - Max Horz 19=-238(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 8, 9 except 14=-314(LC 1), 15=-116(LC 18) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11, 10, 9 except 19=1479(LC 2), 8=1326(LC 1), 15=368(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1263/98, 3-4=-796/126, 4-5=-826/142, 5-6=-1307/118 BOT CHORD 18-19=-146/715, 16-18=-50/877, 15-16=-10/880, 14-15=-10/880, 13-14=-10/880, 12-13=-10/880, 11-12=-10/880, 10-11=-10/880, 9-10=-10/880, 8-9=-10/880 WEBS 2-18=-42/316, 3-18=-21/486, 4-18=-365/137, 4-16=-306/128, 5-16=-23/492, 2-19=-1406/66, 6-8=-1342/0 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-7-6, Exterior(2R) 8-7-6 to 11-7-6, Interior(1) 11-7-6 to 18-5-10, Exterior(2R) 18-5-10 to 21-5-10, Interior(1) 21-5-10 to 28-8-12 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 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9 except (jt=lb) 14=314, 15=116. 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.Continued on page 2 March 13,2020 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 B20000635 Truss GE09 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617142 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-mJyz0_1fTs0Nu3OdjVn?6MHXrVjWYN7kWwyHUEzbKAT NOTES- 11) 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 B20000635 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617143 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-ii4jRg3w_UG57NX?rwpTBnN_4IZW0Np1_DRNY7zbKAR Scale = 1:58.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-7-0 14-7-0 -0-10-8 0-10-8 7-3-8 7-3-8 14-7-0 7-3-8 1-7-28-10-101-7-212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.22 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 1 1 15 2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 96 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* 8-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-21 REACTIONS.All bearings 14-7-0. (lb) - Max Horz 27=177(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=-264(LC 8), 15=-278(LC 11), 26=-273(LC 9), 16=-226(LC 8) Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 25, 20, 19, 18, 17 except 27=349(LC 20), 15=277(LC 8), 26=287(LC 10), 16=288(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-122/265, 7-8=-139/300, 8-9=-139/300, 9-10=-122/265 WEBS 8-21=-358/125 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 1-11-8, Exterior(2N) 1-11-8 to 7-3-8, Corner(3R) 7-3-8 to 10-3-8, Exterior(2N) 10-3-8 to 14-5-4 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) 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) 22, 23, 24, 25, 20, 19, 18, 17 except (jt=lb) 27=264, 15=278, 26=273, 16=226. 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. March 13,2020 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 B20000635 Truss GE11 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617144 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Aud5f04YlnOylW6COdKik_vBuivslsRADtAx5ZzbKAQ Scale = 1:32.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-5-10 12-5-10 6-2-13 6-2-13 12-5-10 6-2-13 0-0-45-2-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 12-5-10. (lb) - Max Horz 1=-87(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 15, 16, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 14, 15, 16, 12, 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-4-13 to 3-6-13, Exterior(2N) 3-6-13 to 6-2-13, Corner(3R) 6-2-13 to 9-2-13, Exterior(2N) 9-2-13 to 12-0-13 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) 1, 14, 15, 16, 12, 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. March 13,2020 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 B20000635 Truss GE12 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617145 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-7Hls4i5oHPeg?qGaW2MApP?MMWPrDaWTgBf29SzbKAO Scale: 1/4"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 33 4x6 6x8 3x8 2x4 4x8 3x4 3x6 5x12 3x6 2x4 5x12 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-4-7 6-4-7 12-5-7 6-0-15 18-1-12 5-8-5 19-10-4 1-8-8 -0-10-8 0-10-8 6-4-7 6-4-7 12-5-7 6-0-15 13-6-12 1-1-5 18-1-12 4-7-0 19-10-4 1-8-8 0-9-04-10-136-0-27-5-21-1-101-5-04.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [6:0-1-8,0-2-12], [8:0-3-7,Edge], [12:0-2-11,0-1-8], [18:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.83 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.14 0.05 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 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 SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=141(LC 11) Max Uplift 2=-38(LC 8) Max Grav 9=984(LC 1), 2=1057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1871/47, 4-5=-1169/26, 5-6=-1472/88, 6-7=-1943/159, 7-8=-1862/0, 8-9=-957/0 BOT CHORD 2-13=-37/1710, 11-13=-37/1710, 10-11=0/757 WEBS 4-11=-767/87, 5-11=-903/105, 6-11=-65/1392, 6-10=-181/885, 7-10=-291/204, 8-10=0/1317 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-6-12, Exterior(2R) 13-6-12 to 16-6-12, Interior(1) 16-6-12 to 19-8-8 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 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) 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 100 lb uplift at joint(s) 2. 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. March 13,2020 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 B20000635 Truss GE13 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617146 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-bTJEH16Q2imXc_rn4mtPMdXcuvuSy9ydvrPbhuzbKAN Scale = 1:65.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 3x6 3x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 -0-10-8 0-10-8 9-7-8 9-7-8 1-9-49-9-810.00 12 Plate Offsets (X,Y)-- [10:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.42 0.23 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 10 l/defl n/r n/r n/a L/d 120 120 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: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 8-11: 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, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 9-10, 8-11 REACTIONS.All bearings 9-7-8. (lb) - Max Horz 17=264(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except 17=-155(LC 10), 16=-209(LC 9) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16 except 17=351(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-740/433, 2-3=-503/330, 3-4=-450/308, 4-5=-388/276, 5-6=-330/247, 6-7=-271/219 BOT CHORD 16-17=-528/395 WEBS 2-16=-413/654 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 9-5-12 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) 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) 10, 11, 12, 13, 14, 15 except (jt=lb) 17=155, 16=209. 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. March 13,2020 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 B20000635 Truss GE14 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617147 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-3ftcUN72p0uOE8QzdTPeuq4rfJHWhcrm8V88ELzbKAM Scale = 1:62.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 -0-10-8 0-10-8 9-0-8 9-0-8 1-9-49-3-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.17 0.05 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 2 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 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: 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, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 9-10 REACTIONS.All bearings 9-0-8. (lb) - Max Horz 17=210(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 12, 13, 14, 15 except 17=-159(LC 10), 16=-377(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 11, 12, 13, 14, 15, 16 except 17=504(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-810/333, 2-3=-389/195, 3-4=-365/172, 4-5=-294/137 BOT CHORD 16-17=-356/168 WEBS 2-16=-337/712 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-4-8, Exterior(2N) 2-4-8 to 8-10-12 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) 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) 10, 11, 12, 13, 14, 15 except (jt=lb) 17=159, 16=377. 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. March 13,2020 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 B20000635 Truss GE15 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617148 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-XsR_ij7haK1FsI?9BAwtR2c1rjdtQ5IvM9uimnzbKAL Scale = 1:44.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 3x4 4x6 2x4 3x6 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-11-8 11-11-8 13-9-0 1-9-8 6-7-0 6-7-0 13-9-0 7-2-0 0-4-17-0-141-3-01-1-31-3-010.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-9-0. (lb) - Max Horz 1=117(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 18, 19, 20, 21, 22, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 14, 18, 19, 20, 21, 22, 17, 16, 15 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 6-7-0, Corner(3R) 6-7-0 to 9-7-0, Exterior(2N) 9-7-0 to 13-7-4 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) 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) 1, 14, 18, 19, 20, 21, 22, 17, 16, 15. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 13, 14, 18, 19, 20, 21, 22, 17, 16, 15. 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. March 13,2020 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 B20000635 Truss GE16 Truss Type Roof Special Structural Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617149 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-TEZl7P9x6xHy5b9YJbyLWTiILXDRuxXCqTNprfzbKAJ Scale = 1:40.9 1 2 3 4 5 6 7 12 11 10 9 8 23 24 6x16 2x4 4x6 3x8 5x6 5x6 4x6 3x4 3x6 2x4 4x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2-11-4 2-11-4 4-7-8 1-8-4 11-5-2 6-9-10 16-6-8 5-1-6 -0-10-8 0-10-8 4-7-8 4-7-8 9-4-8 4-9-0 11-5-2 2-0-10 15-10-6 4-5-4 16-6-8 0-8-2 0-4-01-10-64-1-65-7-05-9-145-0-33.97 12 10.00 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge], [3:0-1-5,0-0-0], [4:0-4-0,0-0-13], [6:0-3-5,0-2-3], [7:0-3-0,0-1-12], [9:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.39 0.35 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.01 0.03 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 8=0-3-8, 12=0-3-8 Max Horz 2=198(LC 9) Max Uplift 2=-83(LC 10), 8=-28(LC 13), 12=-18(LC 12) Max Grav 2=81(LC 25), 8=646(LC 1), 12=1015(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-80/626, 3-4=-604/19, 4-5=-738/22, 5-6=-587/25, 6-7=-445/56, 7-8=-610/106 BOT CHORD 2-12=-545/36, 11-12=-127/531, 9-11=-134/525 WEBS 3-12=-1391/8, 4-9=0/487, 5-9=-812/46, 7-9=-77/752 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 9-4-8, Exterior(2E) 9-4-8 to 11-5-2, Interior(1) 11-5-2 to 15-10-6, Exterior(2E) 15-10-6 to 16-4-12 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 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, 12. 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. March 13,2020 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 B20000635 Truss GE17 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617150 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-xR67KlAZtFPpjljksJTa3gEOmwTYdKjM276MN6zbKAI Scale = 1:37.3 1 2 3 4 5 6 9 8 7 283x4 6x8 3x4 3x6 3x8 2x4 4x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-4-0 8-4-0 16-5-0 8-1-0 -0-10-8 0-10-8 8-4-0 8-4-0 15-10-6 7-6-6 16-5-0 0-6-10 0-4-05-7-05-1-73.97 12 10.00 12 Plate Offsets (X,Y)-- [5:0-5-15,0-2-0], [8:0-3-0,0-3-0], [17:0-1-11,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.74 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.04 0.05 (loc) 2-9 2-9 7 2-9 l/defl >999 >726 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=162(LC 11) Max Uplift 2=-48(LC 8), 7=-40(LC 12) Max Grav 2=876(LC 25), 7=812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1529/43, 6-7=-150/261 BOT CHORD 2-9=-63/1363, 7-9=-63/1363 WEBS 3-9=0/374, 5-7=-516/246, 3-7=-1410/101 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 15-10-6, Exterior(2E) 15-10-6 to 16-3-4 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) 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 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) 2, 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. March 13,2020 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 B20000635 Truss GE18 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617151 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-QdgVY5BBeYXgKvIwQ0_pbundQKyAMuuVHnsvvYzbKAH Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 2x4 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 -0-10-8 0-10-8 6-10-0 6-10-0 1-9-47-5-910.00 12 Plate Offsets (X,Y)-- [7:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.48 0.14 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 45 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 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, Except: 6-0-0 oc bracing: 12-13. REACTIONS.All bearings 6-10-0. (lb) - Max Horz 13=201(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 13=-107(LC 10), 12=-170(LC 9) Max Grav All reactions 250 lb or less at joint(s) 8, 9, 10, 11, 12 except 13=299(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-626/358, 2-3=-398/261, 3-4=-345/239, 4-5=-274/203 BOT CHORD 12-13=-443/329 WEBS 2-12=-362/578 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-10-8 to 2-1-8, Exterior(2N) 2-1-8 to 6-8-4 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) 8, 9, 10, 11 except (jt=lb) 13=107, 12=170. 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. March 13,2020 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 B20000635 Truss M01 Truss Type MONOPITCH Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617152 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-upEtlRBpPsfXy3t7_kW285KnikD95JtfWRbTR_zbKAG Scale = 1:59.8 1 2 3 4 6 5 7 8 4x8 4x6 3x4 2x4 3x8 8-3-0 8-3-0 -0-10-8 0-10-8 3-0-0 3-0-0 8-3-0 5-3-0 3-3-210-1-109-1-1210-1-1010.00 12 Plate Offsets (X,Y)-- [4:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.51 0.48 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.09 0.03 (loc) 5-6 5-6 8 5 l/defl >696 >348 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 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* 4-5: 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 9-11-9 oc bracing. REACTIONS. (size)6=0-3-8, 8=0-3-0 Max Horz 6=260(LC 9) Max Uplift 8=-120(LC 9) Max Grav 6=485(LC 20), 8=410(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-208/304, 4-7=-208/304 BOT CHORD 5-6=-308/305 WEBS 3-5=-294/328, 3-6=-320/138, 4-8=-501/368 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-9-12 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 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) 8 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) except (jt=lb) 8=120. 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. March 13,2020 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 B20000635 Truss M02 Truss Type MONOPITCH Qty 10 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617153 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-M0oFymCRAAnOaDSJYR1HgJs0V8eyqktol5L0_RzbKAF Scale = 1:57.9 1 2 3 4 7 6 5 2x4 3x4 2x4 3x6 3x4 4x6 4-9-12 4-9-12 9-7-8 4-9-12 -0-10-8 0-10-8 4-9-12 4-9-12 9-7-8 4-9-12 1-9-49-9-810.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.32 0.19 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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* 4-5: 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 4-5 REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=224(LC 12) Max Uplift 5=-147(LC 12) Max Grav 5=465(LC 19), 7=553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-417/0, 2-7=-511/0 BOT CHORD 6-7=-318/220 WEBS 3-5=-367/184 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 9-5-12 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=147. 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. March 13,2020 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 B20000635 Truss M03 Truss Type Monopitch Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617154 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-qCMeA6D4wTvFBN1V58YWDWP55YuzZD3xzl4aWtzbKAE Scale = 1:56.2 1 2 3 4 6 5 7 8 9 10 3x8 4x8 4x6 3x4 5x8 3x4 9-4-0 9-4-0 -0-10-8 0-10-8 4-8-0 4-8-0 9-4-0 4-8-0 1-9-49-6-97-10-129-6-910.00 12 Plate Offsets (X,Y)-- [4:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.65 0.52 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.42 0.06 0.01 (loc) 5-6 5-6 8 5 l/defl >447 >261 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 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 4-5: 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. REACTIONS. (size)6=0-3-8, 8=0-3-0 Max Horz 6=210(LC 12) Max Uplift 8=-135(LC 12) Max Grav 6=544(LC 19), 8=501(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/120, 5-7=-121/394, 4-7=-121/394, 2-6=-351/124 WEBS 3-5=-297/220, 4-8=-524/199 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 8-10-12 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, with BCDL = 10.0psf. 4) Bearing at joint(s) 8 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) except (jt=lb) 8=135. 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. March 13,2020 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 B20000635 Truss M04 Truss Type Monopitch Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617155 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-IOw0NSEihn16pWcifs3lmkyFXxFLIgG5CPq72JzbKAD Scale = 1:81.3 1 2 3 4 7 6 5 8 9 10 3x8 6x16 3x4 2x4 2x4 4x8 5x6 3x4 3x4 6-7-0 6-7-0 13-2-0 6-7-0 6-7-0 6-7-0 13-2-0 6-7-0 3-6-114-5-119-1-1214-5-1110.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [4:0-7-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.38 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.36 0.02 (loc) 5-6 5-6 9 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-7,1-6: 2x4 SPF-S Stud 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 2-6, 4-6 REACTIONS. (size)7=Mechanical, 9=0-3-0 Max Horz 7=295(LC 12) Max Uplift 9=-220(LC 12) Max Grav 7=664(LC 21), 9=765(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-531/0, 2-4=-598/102, 1-7=-585/0 BOT CHORD 6-7=-303/208 WEBS 2-6=-599/268, 4-6=-288/808, 1-6=-9/369, 4-9=-767/221 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-8-12 zone;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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=220. 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) Load case(s) 2, 18, 19, 20, 21, 22 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=-65, 7-10=-35, 5-10=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 March 13,2020 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 B20000635 Truss M04 Truss Type Monopitch Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617155 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-IOw0NSEihn16pWcifs3lmkyFXxFLIgG5CPq72JzbKAD LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=15, 5-7=-12 Horz: 1-4=-27 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=15, 5-7=-12 Horz: 1-4=-27 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-37, 5-7=-20 Horz: 1-4=17 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-37, 5-7=-20 Horz: 1-4=17 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-14, 5-7=-12 Horz: 1-4=2 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 5-7=-12 Horz: 1-4=-16 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 5-7=-20 Horz: 1-4=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 5-7=-20 Horz: 1-4=-8 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=16, 5-7=-12 Horz: 1-4=-28 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 5-7=-12 Horz: 1-4=-16 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 5-7=-12 Horz: 1-4=-20 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=0, 5-7=-12 Horz: 1-4=-12 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 5-7=-20 Horz: 1-4=-20 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 5-7=-20 Horz: 1-4=-8 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 7-10=-40, 5-10=-60 19) 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=-73, 7-10=-35, 5-10=-50 Horz: 1-4=8 20) 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=-59, 7-10=-35, 5-10=-50 Horz: 1-4=-6 21) 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=-50, 7-10=-35, 5-10=-50 Horz: 1-4=-15 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 B20000635 Truss M04 Truss Type Monopitch Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617155 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:44 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-IOw0NSEihn16pWcifs3lmkyFXxFLIgG5CPq72JzbKAD LOAD CASE(S) Standard Except: 22) 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=-59, 7-10=-35, 5-10=-50 Horz: 1-4=-6 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-28, 5-7=-12 Horz: 1-4=16 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 5-7=-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 B20000635 Truss M05 Truss Type Monopitch Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617156 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-IOw0NSEihn16pWcifs3lmkyF5xG8IlQ5CPq72JzbKAD Scale = 1:30.7 1 2 3 4 3x6 3x4 3x4 2x4 2x4 5-6-0 5-6-0 5-6-0 5-6-0 0-9-65-4-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.76 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.00 0.00 (loc) 1-4 1-4 4 1 l/defl >999 >652 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-5-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-6-0, 4=5-6-0, 4=5-6-0 Max Horz 1=135(LC 9) Max Uplift 4=-43(LC 12) Max Grav 1=268(LC 1), 4=276(LC 19), 4=268(LC 1) 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-4 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 5) 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. March 13,2020 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 B20000635 Truss M06 Truss Type Monopitch Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617157 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-maUOboEKS59zRgBuDZa_IxUQZLbV15jER3ZgalzbKAC Scale = 1:84.2 12 3 4 5 8 7 6 9 10 3x6 4x8 4x6 2x4 3x6 3x4 5x8 3x4 3x4 6-8-12 6-8-12 13-5-8 6-8-12 -0-10-8 0-10-8 6-8-12 6-8-12 13-5-8 6-8-12 3-3-214-5-118-0-79-1-126-5-410.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-4-8,Edge], [6:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.72 0.39 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.10 0.06 (loc) 7-8 7-8 10 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. REACTIONS. (size)8=0-3-8, 10=0-3-0 Max Horz 8=313(LC 9) Max Uplift 10=-219(LC 12) Max Grav 8=744(LC 1), 10=625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-784/181, 6-9=-320/454, 5-9=-320/454, 2-8=-709/157 BOT CHORD 7-8=-553/250, 6-7=-433/570 WEBS 4-6=-468/333, 2-7=-4/435, 5-10=-627/388 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-0-4 zone; end vertical left exposed; porch left and right 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) 8, 10 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) except (jt=lb) 10=219. 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. March 13,2020 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 B20000635 Truss PB01 Truss Type GABLE Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617158 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-En1mo8FyDOHq2qm4nH5Dr91lEl1RmecOfjJE7CzbKAB Scale: 3/4"=1' 1 2 3 4 6 5 4x6 2x4 2x4 2x4 2x4 4-8-12 4-8-12 3-3-7 3-3-7 4-8-12 1-5-5 0-4-132-7-60-1-81-4-150-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.08 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 5 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 30 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=4-1-2, 2=4-1-2, 6=4-1-2 Max Horz 2=55(LC 9) Max Uplift 5=-17(LC 13), 2=-8(LC 12) Max Grav 5=60(LC 20), 2=159(LC 1), 6=211(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) 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 B; Enclosed; Gable Roof; Common Truss; 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 5) 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. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 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. March 13,2020 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 B20000635 Truss PB02 Truss Type Piggyback Qty 11 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617159 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-izb80UGa_iPhg_LGK_cSNMavk9M?V5aXuN3nfezbKAA Scale = 1:18.1 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-6-14 6-6-14 3-3-7 3-3-7 6-6-14 3-3-7 0-4-132-7-60-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.16 0.07 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 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: 18 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=5-3-12, 4=5-3-12, 6=5-3-12 Max Horz 2=45(LC 11) Max Uplift 2=-15(LC 12), 4=-20(LC 13) Max Grav 2=193(LC 1), 4=193(LC 1), 6=203(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 B; Enclosed; Gable Roof; Common Truss; 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. March 13,2020 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 B20000635 Truss PB03 Truss Type Piggyback Qty 11 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617160 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-B99XDqHCl0XYI8vTui8hwa641ZjUEY?g71oKB4zbKA9 Scale = 1:20.9 1 2 3 45 6 4x6 2x4 2x4 2x4 6-3-12 6-3-12 3-1-14 3-1-14 6-3-12 3-1-14 0-5-33-0-60-1-80-5-30-1-812.00 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 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.05 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: 18 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=5-2-6, 4=5-2-6, 6=5-2-6 Max Horz 2=-42(LC 10) Max Uplift 2=-12(LC 13), 4=-15(LC 13) Max Grav 2=156(LC 1), 4=156(LC 1), 6=145(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 B; Enclosed; Gable Roof; Common Truss; 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. March 13,2020 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 B20000635 Truss PB04 Truss Type Piggyback Qty 17 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617161 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-fMjvQAIqWJfOvIUfSPfwTnfBZy1dz_2qMhYujXzbKA8 Scale: 3/8"=1' 1 2 3 45 6 4x6 3x6 3x6 2x4 9-10-4 9-10-4 4-11-2 4-11-2 9-10-4 4-11-2 0-5-34-9-100-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-14], [4:0-6-0,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.33 0.19 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 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: 30 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=8-8-14, 4=8-8-14, 6=8-8-14 Max Horz 2=-84(LC 10) Max Uplift 2=-12(LC 13), 4=-16(LC 13) Max Grav 2=285(LC 1), 4=285(LC 1), 6=354(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-11-2, Exterior(2R) 4-11-2 to 7-11-2, Interior(1) 7-11-2 to 9-7-6 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. 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. March 13,2020 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 B20000635 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617162 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-7YHHeWITHdnFXR3r07A9??CR6MOZiSJzaLHRGzzbKA7 Scale = 1:20.9 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-3-12 6-3-12 3-1-14 3-1-14 6-3-12 3-1-14 0-5-33-0-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [6:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 21 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 5-2-6. (lb) - Max Horz 2=-42(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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 B; Enclosed; Gable Roof; Common Truss; 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, 10, 8. 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. March 13,2020 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 B20000635 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617163 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-bkrfrrJ52xv69be2ZqhOYCkcfmkYRvX7p?1?oPzbKA6 Scale: 3/8"=1' 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 9-10-4 9-10-4 4-11-2 4-11-2 9-10-4 4-11-2 0-5-34-9-100-1-80-5-30-1-812.00 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 30.0 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 0.04 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: 39 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 8-8-14. (lb) - Max Horz 2=-84(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-11-2, Exterior(2R) 4-11-2 to 7-11-2, Interior(1) 7-11-2 to 9-7-6 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, 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. March 13,2020 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 B20000635 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617164 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-3xP13BKjpE2zmlDE7XCd4QHnPA4nAMnG2emYKrzbKA5 Scale: 3/8"=1' 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 9-10-4 9-10-4 4-11-2 4-11-2 9-10-4 4-11-2 0-5-34-9-100-1-80-5-30-1-812.00 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 30.0 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 0.04 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: 39 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 8-8-14. (lb) - Max Horz 2=-84(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-14 to 3-2-14, Interior(1) 3-2-14 to 4-11-2, Exterior(2R) 4-11-2 to 7-11-2, Interior(1) 7-11-2 to 9-7-6 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, 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. March 13,2020 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 B20000635 Truss T01 Truss Type Common Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617165 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-X7zQGXLLaYAqOvoQhFjsddqrvaNIvoIQGIW5sIzbKA4 Scale = 1:35.8 1 2 3 4 5 8 7 6 4x6 2x4 2x4 4x8 5x8 5x8 5-1-8 5-1-8 10-3-0 5-1-8 -0-10-8 0-10-8 5-1-8 5-1-8 10-3-0 5-1-8 11-1-8 0-10-8 1-5-25-8-61-5-210.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.50 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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. REACTIONS. (size)8=0-3-8, 6=0-3-8 Max Horz 8=-122(LC 10) Max Uplift 8=-2(LC 12), 6=-2(LC 13) Max Grav 8=580(LC 1), 6=580(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/76, 3-4=-460/76, 2-8=-534/103, 4-6=-534/103 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 5-1-8, Exterior(2R) 5-1-8 to 8-1-8, Interior(1) 8-1-8 to 11-1-8 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 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. March 13,2020 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 B20000635 Truss T02 Truss Type Common Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617166 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-?JWoUtLzLsIh03NdFyE5ArM3TzgHeC8ZVyFfPkzbKA3 Scale = 1:53.6 1 2 3 4 5 6 7 10 9 8 4x6 3x8 4x6 4x6 2x4 3x6 2x4 3x6 7-0-0 7-0-0 14-0-0 7-0-0 -0-10-8 0-10-8 2-6-0 2-6-0 7-0-0 4-6-0 11-6-0 4-6-0 14-0-0 2-6-0 14-10-8 0-10-8 1-7-28-7-21-7-212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.32 0.41 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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. REACTIONS. (size)10=0-3-8, 8=0-3-8 Max Horz 10=178(LC 11) Max Grav 10=767(LC 1), 8=767(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-562/95, 4-5=-562/95 BOT CHORD 9-10=-71/411, 8-9=0/361 WEBS 4-9=-46/302, 3-10=-642/36, 5-8=-642/36 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-4-10, Interior(1) 2-4-10 to 7-0-0, Exterior(2R) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 14-10-8 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. 5) 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. March 13,2020 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 B20000635 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617167 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-yieYvZNDsTYPFMX?MNHZFGRItnHO6_nszGkmTdzbKA1 Scale = 1:67.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10161718192021 3x4 4x8 4x8 3x6 3x8 MT18HS3x8 4x6 3x4 4x8 10x10 2x4 6x8 4x8 3x4 10-8-14 10-8-14 20-7-2 9-10-4 22-10-4 2-3-2 31-0-0 8-1-12 4-11-0 4-11-0 10-8-14 5-9-14 15-8-0 4-11-2 20-7-2 4-11-2 26-5-0 5-9-14 31-0-0 4-7-0 31-10-8 0-10-8 1-3-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.71 0.69 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.56 0.03 0.07 (loc) 14-15 14-15 10 10-11 l/defl >841 >488 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 174 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-14,4-14,4-12,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 2-14, 4-14, 4-12, 7-11, 2-15 REACTIONS. (size)11=0-3-8, 15=0-3-8, 10=0-3-8 Max Horz 15=-230(LC 8) Max Uplift 11=-3(LC 13) Max Grav 11=1091(LC 2), 15=1339(LC 2), 10=884(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-469/45, 2-3=-1218/106, 3-4=-761/134, 4-5=-485/132, 5-7=-831/102, 1-15=-407/42, 8-10=-307/108 BOT CHORD 14-15=-121/998, 12-14=-53/722, 10-11=0/457 WEBS 2-14=-251/193, 3-14=-11/431, 4-14=-65/274, 4-12=-602/97, 7-12=0/838, 7-11=-1054/87, 2-15=-1094/17, 7-10=-648/0 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-2-15, Interior(1) 3-2-15 to 10-8-14, Exterior(2R) 10-8-14 to 13-10-1, Interior(1) 13-10-1 to 20-7-2, Exterior(2R) 20-7-2 to 23-8-5, Interior(1) 23-8-5 to 31-10-8 zone; end vertical left and right exposed; porch 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 100 lb uplift at joint(s) 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. March 13,2020 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 B20000635 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617168 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-QuCw6vOsdngGtW6Bw5oonT_VbBZVrOL?BwUJ?3zbKA0 Scale = 1:67.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10161718192021 2x4 4x8 4x8 3x6 3x8 MT18HS3x8 3x8 3x4 3x12 10x10 4x6 4x8 3x4 2x4 8-7-6 8-7-6 18-5-10 9-10-4 20-8-12 2-3-2 28-10-8 8-1-12 2-9-8 2-9-8 8-7-6 5-9-14 13-6-8 4-11-2 18-5-10 4-11-2 24-3-8 5-9-14 28-10-8 4-7-0 29-9-0 0-10-8 3-4-1012-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.58 0.95 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.46 0.02 0.07 (loc) 12-14 12-14 10 10-11 l/defl >817 >534 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 169 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-14,4-14,4-12,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-14, 4-12, 5-12, 2-15 REACTIONS. (size)15=Mechanical, 10=0-3-8, 11=0-3-8 Max Horz 15=-214(LC 8) Max Uplift 11=-8(LC 13) Max Grav 15=1243(LC 2), 10=880(LC 2), 11=968(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1018/100, 3-4=-621/131, 4-5=-461/129, 5-7=-798/99, 8-10=-308/108 BOT CHORD 14-15=-134/617, 12-14=-58/648, 10-11=0/454 WEBS 3-14=-12/325, 4-12=-471/108, 7-12=0/723, 2-15=-1165/51, 7-10=-641/0, 7-11=-930/85 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-7-6, Exterior(2R) 8-7-6 to 11-7-6, Interior(1) 11-7-6 to 18-5-10, Exterior(2R) 18-5-10 to 21-5-10, Interior(1) 21-5-10 to 29-9-0 zone; end vertical right exposed; porch 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 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. March 13,2020 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 B20000635 Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617169 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:11:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-u5mIJFOUO4o7UggOUoJ1KhXgLbvkarU9QaDsYVzbKA? Scale = 1:67.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9151617181920 2x4 4x8 4x8 3x6 3x8 MT18HS3x8 3x8 3x4 3x12 10x10 4x6 4x8 3x4 2x4 8-7-6 8-7-6 18-5-10 9-10-4 20-8-12 2-3-2 28-10-8 8-1-12 2-9-8 2-9-8 8-7-6 5-9-14 13-6-8 4-11-2 18-5-10 4-11-2 24-3-8 5-9-14 28-10-8 4-7-0 3-4-1012-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.58 0.95 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.46 0.02 0.02 (loc) 11-13 11-13 9 11-13 l/defl >817 >534 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 168 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-13,4-13,4-11,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-13, 4-11, 5-11, 2-14 REACTIONS. (size)14=Mechanical, 9=0-3-8, 10=0-3-8 Max Horz 14=-181(LC 8) Max Uplift 10=-13(LC 13) Max Grav 14=1243(LC 2), 9=809(LC 2), 10=972(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1018/97, 3-4=-620/128, 4-5=-460/127, 5-7=-798/95 BOT CHORD 13-14=-129/599, 11-13=-57/649, 9-10=0/458 WEBS 3-13=-11/325, 4-11=-471/100, 7-11=-17/717, 2-14=-1165/47, 7-9=-643/5, 7-10=-936/91 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-7-6, Exterior(2R) 8-7-6 to 11-7-6, Interior(1) 11-7-6 to 18-5-10, Exterior(2R) 18-5-10 to 21-5-10, Interior(1) 21-5-10 to 28-8-12 zone;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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 13,2020 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 B20000635 Truss T06 Truss Type PIGGYBACK BASE Qty 6 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617170 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-qTu3kwQkwi2rk_qmbDLVP6c?bOdZ2syStuizbOzbK9z Scale = 1:67.3 1 2 3 4 5 6 7 12 11 10 9 8131415161718 2x4 5x8 4x8 3x4 3x8 MT18HS3x8 3x8 3x4 3x8 4x6 4x6 6x8 8-7-6 8-7-6 18-5-10 9-10-4 28-10-8 10-4-14 2-9-8 2-9-8 8-7-6 5-9-14 13-6-8 4-11-2 18-5-10 4-11-2 24-3-8 5-9-14 28-10-8 4-7-0 3-4-1012-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.66 0.80 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.52 0.03 0.02 (loc) 8-9 8-9 8 9-11 l/defl >999 >661 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 162 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-11,4-11,4-9,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-5 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9, 6-9, 2-12, 6-8 REACTIONS. (size)12=Mechanical, 8=Mechanical Max Horz 12=-181(LC 8) Max Grav 12=1521(LC 2), 8=1516(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1298/92, 3-4=-821/125, 4-5=-908/128, 5-6=-1422/98, 6-7=-341/47, 7-8=-309/40 BOT CHORD 11-12=-115/713, 9-11=-20/933, 8-9=0/964 WEBS 2-11=-32/329, 3-11=-15/510, 4-11=-421/118, 4-9=-255/141, 5-9=-9/567, 2-12=-1433/44, 6-8=-1356/8 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-7-6, Exterior(2R) 8-7-6 to 11-7-6, Interior(1) 11-7-6 to 18-5-10, Exterior(2R) 18-5-10 to 21-5-10, Interior(1) 21-5-10 to 28-8-12 zone;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) Refer to girder(s) for truss to truss connections. 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. March 13,2020 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 B20000635 Truss T07 Truss Type Common Qty 6 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617171 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-IfRRyGRMh?AiL8Pz9wskyJ9GCo3LnLab6YSW8qzbK9y Scale = 1:55.4 1 2 3 4 5 6 9 8 7 4x6 2x4 3x8 4x6 4x6 2x4 3x6 3x6 7-3-8 7-3-8 14-7-0 7-3-8 -0-10-8 0-10-8 3-0-0 3-0-0 7-3-8 4-3-8 11-7-0 4-3-8 14-7-0 3-0-0 1-7-28-10-101-7-212.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.29 0.45 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 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* 4-8: 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. REACTIONS. (size)9=0-3-8, 7=0-3-8 Max Horz 9=177(LC 9) Max Grav 9=799(LC 1), 7=712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-578/95, 4-5=-579/96 BOT CHORD 8-9=-70/423, 7-8=-25/395 WEBS 4-8=-55/327, 3-9=-635/9, 5-7=-631/49 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 7-3-8, Exterior(2R) 7-3-8 to 10-3-8, Interior(1) 10-3-8 to 14-5-4 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) 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) 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. March 13,2020 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 B20000635 Truss T08 Truss Type Roof Special Qty 5 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617172 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-ms?p9cS_SJIYzH_9jeO_UXhK2CJdWiikLCB4gGzbK9x Scale: 1/4"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 18 4x6 6x8 3x8 2x4 4x8 3x4 3x6 5x12 3x6 2x4 5x12 2x4 6-4-7 6-4-7 12-5-7 6-0-15 18-1-12 5-8-5 19-10-4 1-8-8 -0-10-8 0-10-8 6-4-7 6-4-7 12-5-7 6-0-15 13-6-12 1-1-5 18-1-12 4-7-0 19-10-4 1-8-8 0-9-04-10-136-0-27-5-21-1-101-5-04.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-5-5,Edge], [6:0-1-8,0-2-12], [8:0-3-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.83 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.14 0.05 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=121(LC 11) Max Uplift 2=-38(LC 8) Max Grav 9=984(LC 1), 2=1057(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1871/48, 4-5=-1169/28, 5-6=-1472/90, 6-7=-1943/149, 7-8=-1862/0, 8-9=-957/0 BOT CHORD 2-13=-53/1710, 11-13=-53/1710, 10-11=0/757 WEBS 4-11=-767/87, 5-11=-903/106, 6-11=-66/1392, 6-10=-171/885, 7-10=-291/205, 8-10=0/1317 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-6-12, Exterior(2R) 13-6-12 to 16-6-12, Interior(1) 16-6-12 to 19-8-8 zone; end vertical left 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. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 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. March 13,2020 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 B20000635 Truss T09 Truss Type Roof Special Qty 8 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617173 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-E2ZBNyScDdQPbRZLGLvD1kESxcjIFCuuasxdCjzbK9w Scale = 1:42.5 1 2 3 4 7 6 5 3x8 4x6 3x6 2x4 5x6 4x6 3x6 6-7-0 6-7-0 11-11-8 5-4-8 13-9-0 1-9-8 6-7-0 6-7-0 11-11-8 5-4-8 13-9-0 1-9-8 0-4-15-9-147-0-141-1-31-3-010.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-7-4,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.91 0.48 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.05 0.03 (loc) 1-7 1-7 5 1-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=-104(LC 8) Max Grav 1=673(LC 1), 5=673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-769/45, 2-3=-731/60, 3-4=-1381/59, 4-5=-641/14 BOT CHORD 1-7=0/464, 6-7=-43/1024 WEBS 2-7=0/352, 3-7=-601/136, 3-6=0/283, 4-6=-44/1083 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-7-0, Exterior(2R) 6-7-0 to 9-7-0, Interior(1) 9-7-0 to 13-7-4 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. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. March 13,2020 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 B20000635 Truss T10 Truss Type Half Hip Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617174 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-jE7aaITF_wYGDb8Yq3QSayneZ?3n_l71oWgBk9zbK9v Scale = 1:33.9 1 2 3 5 43x8 5x8 2x4 3x4 4x6 6-5-3 6-5-3 13-9-0 7-3-13 6-5-3 6-5-3 13-9-0 7-3-13 0-4-15-8-610.00 12 Plate Offsets (X,Y)-- [1:0-7-4,0-0-15], [2:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.79 0.46 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.01 0.03 (loc) 4-5 4-5 4 1-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 4=0-3-8 Max Horz 1=150(LC 12) Max Uplift 4=-26(LC 9) Max Grav 1=673(LC 1), 4=673(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-789/0, 2-3=-492/55, 3-4=-612/83 BOT CHORD 1-5=-51/487 WEBS 3-5=-70/588 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 B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-5-3, Exterior(2R) 6-5-3 to 9-5-3, Interior(1) 9-5-3 to 13-7-4 zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 13,2020 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 B20000635 Truss T11 Truss Type Roof Special Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617175 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-BRhyneUtlEg7qljkOmxh69Jn2PLdj4oB1AQkHbzbK9u Scale = 1:35.9 1 2 3 4 5 7 6 8 9 10 11 3x6 4x6 4x6 2x4 3x6 4x8 5x6 8-7-10 8-7-10 13-9-0 5-1-6 6-7-0 6-7-0 8-7-10 2-0-10 13-0-14 4-5-4 13-9-0 0-8-2 0-4-14-1-65-7-05-9-145-0-310.00 12 3.97 12 Plate Offsets (X,Y)-- [1:0-5-4,0-0-15], [4:0-4-3,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.94 0.75 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.01 0.05 (loc) 1-7 1-7 6 1-7 l/defl >797 >436 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 6=0-3-8 Max Horz 1=143(LC 12) Max Uplift 6=-23(LC 13) Max Grav 1=695(LC 19), 6=693(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-676/33, 2-3=-790/70 BOT CHORD 1-7=-121/445, 6-7=-92/615 WEBS 2-7=0/576, 3-7=-278/43, 4-6=-326/129, 3-6=-770/107 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-7-0, Exterior(2E) 6-7-0 to 8-7-10, Interior(1) 8-7-10 to 13-0-14, Exterior(2E) 13-0-14 to 13-7-4 zone;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 100 lb uplift at joint(s) 6. 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. March 13,2020 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 B20000635 Truss T12 Truss Type Roof Special Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617176 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-fdFK?_VVWYo_SvIwyUSwfNs?zphpSX5KGq9Hp2zbK9t Scale = 1:35.7 1 2 3 4 5 6 9 8 7 103x4 8x8 2x4 3x6 3x4 3x8 2x4 4x10 8-4-0 8-4-0 16-6-8 8-2-8 -0-10-8 0-10-8 8-4-0 8-4-0 15-10-6 7-6-6 16-6-8 0-8-2 0-4-05-7-05-0-33.97 12 10.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-11], [5:0-5-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.75 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.04 0.06 (loc) 2-9 2-9 7 2-9 l/defl >999 >737 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=161(LC 9) Max Uplift 2=-48(LC 8), 7=-39(LC 12) Max Grav 2=883(LC 25), 7=819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1548/43 BOT CHORD 2-9=-63/1382, 7-9=-63/1382 WEBS 3-9=0/376, 5-7=-479/224, 3-7=-1420/101 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 15-10-6, Exterior(2E) 15-10-6 to 16-4-12 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) 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) 2, 7. 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. March 13,2020 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 B20000635 Truss T13 Truss Type Roof Special Qty 5 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617177 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-7ppiCKV7Hrwr43s6VBz9BaPAiD16B_fTUUvrLUzbK9s Scale = 1:35.6 1 2 3 4 5 6 9 8 7 10 3x4 6x8 3x4 3x6 3x4 3x8 2x4 4x10 8-4-0 8-4-0 16-5-0 8-1-0 -0-10-8 0-10-8 8-4-0 8-4-0 15-10-6 7-6-6 16-5-0 0-6-10 0-4-05-7-05-1-73.97 12 10.00 12 Plate Offsets (X,Y)-- [5:0-5-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.73 0.74 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.04 0.06 (loc) 2-9 2-9 7 2-9 l/defl >999 >726 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=152(LC 8) Max Uplift 2=-36(LC 8), 7=-54(LC 12) Max Grav 2=876(LC 25), 7=812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1529/9, 6-7=-89/261 BOT CHORD 2-9=-99/1363, 7-9=-99/1363 WEBS 3-9=0/374, 5-7=-516/173, 3-7=-1410/100 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 15-10-6, Exterior(2E) 15-10-6 to 16-3-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 7. 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. March 13,2020 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 B20000635 Truss T14 Truss Type ROOF SPECIAL Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617178 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-b0N4QfWl293ihCRJ3vVOkoxMpdPhwQ1dj8eOtwzbK9r Scale = 1:38.6 1 2 3 4 5 6 10 9 8 7 11 12 3x4 4x8 5x8 4x6 4x6 3x6 3x4 3x8 2x4 3x8 8-4-0 8-4-0 16-4-0 8-0-0 16-4-4 0-0-4 21-7-8 5-3-4 -0-10-8 0-10-8 8-4-0 8-4-0 15-10-6 7-6-6 21-7-8 5-9-2 0-4-05-7-00-9-63.97 12 10.00 12 Plate Offsets (X,Y)-- [5:0-5-1,0-1-15], [6:Edge,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.65 0.59 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.26 0.03 0.05 (loc) 2-10 2-10 8 2-10 l/defl >999 >745 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 76 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 3-5-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size)6=0-3-8, 2=0-3-8, 8=0-5-8 Max Horz 2=115(LC 9) Max Uplift 6=-370(LC 25), 2=-48(LC 8), 8=-24(LC 12) Max Grav 6=93(LC 26), 2=748(LC 1), 8=1668(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1131/44, 3-5=-21/500, 5-6=-38/782 BOT CHORD 2-10=-54/986, 8-10=-54/986, 6-8=-486/52 WEBS 3-10=0/362, 3-8=-1453/105, 5-8=-1030/69 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 15-10-6, Exterior(2R) 15-10-6 to 18-10-6, Interior(1) 18-10-6 to 21-7-8 zone; end vertical left 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 6=370. 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. March 13,2020 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 B20000635 Truss T16 Truss Type PIGGYBACK BASE Qty 8 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617179 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-3CwTd?XNpTBZJM0Vdc0dH?Ubu0j4ftBmyoOyQMzbK9q Scale = 1:69.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 4x6 4x8 4x8 4x6 3x4 3x4 2x4 8x8 2x4 5x8 2x4 3x8 3x8 3x6 3x6 3x6 4x6 9-0-15 9-0-15 15-11-4 6-10-5 20-5-4 4-6-0 20-8-0 0-2-12 22-6-2 1-10-2 27-7-5 5-1-3 33-0-0 5-4-11 -0-10-8 0-10-8 5-9-0 5-9-0 9-0-15 3-3-15 11-0-0 1-11-1 15-11-4 4-11-4 20-8-0 4-8-12 22-6-2 1-10-2 27-7-5 5-1-3 33-0-0 5-4-11 33-10-8 0-10-8 0-6-04-3-610-0-012-0-03-3-22-0-06-0-410-0-05.00 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2], [6:0-6-4,0-2-0], [8:0-6-4,0-2-0], [10:0-2-12,0-1-8], [15:0-2-4,0-2-4], [16:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.43 0.65 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.03 0.04 (loc) 2-19 2-19 16 2-19 l/defl >999 >723 n/a >999 L/d 360 240 n/a 240 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 *Except* 6-17: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 4-1-11 oc bracing. WEBS 1 Row at midpt 5-17, 6-15 REACTIONS. (size)2=0-5-8, 16=0-5-8, 12=0-3-8 Max Horz 2=-202(LC 8) Max Uplift 2=-38(LC 12), 12=-115(LC 8) Max Grav 2=974(LC 25), 16=2001(LC 1), 12=588(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1531/177, 3-4=-1177/163, 4-5=-1327/221, 5-6=-348/245, 6-7=0/479, 7-8=0/482, 8-9=-126/383, 9-10=-526/236, 10-12=-555/171 BOT CHORD 2-19=-106/1330, 17-19=-20/695, 15-16=-1966/71, 7-15=-341/71, 14-15=-292/249, 13-14=-80/369 WEBS 3-19=-397/109, 4-19=-487/81, 5-19=-11/972, 5-17=-789/132, 6-17=-177/548, 15-17=0/299, 6-15=-1001/126, 8-15=-845/139, 8-14=-172/409, 9-14=-427/170, 10-13=-69/286 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-5-2, Interior(1) 2-5-2 to 15-11-4, Exterior(2R) 15-11-4 to 19-2-14, Interior(1) 19-2-14 to 22-6-2, Exterior(2R) 22-6-2 to 25-9-12, Interior(1) 25-9-12 to 33-10-8 zone; end vertical left and right exposed; porch 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=115. 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. March 13,2020 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 B20000635 Truss T17 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617180 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-?b2D2hZeK4RHYgAuk125MQZv7qPI7nf3P6t2UFzbK9o Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 3x6 4x6 4x8 4x8 3x4 3x4 2x4 8x8 2x4 5x8 2x4 3x8 3x8 3x6 3x6 3x6 4x6 9-0-15 9-0-15 15-11-4 6-10-5 20-5-4 4-6-0 20-8-0 0-2-12 22-6-2 1-10-2 27-7-5 5-1-3 33-0-0 5-4-11 5-9-0 5-9-0 9-0-15 3-3-15 11-0-0 1-11-1 15-11-4 4-11-4 20-8-0 4-8-12 22-6-2 1-10-2 27-7-5 5-1-3 33-0-0 5-4-11 33-10-8 0-10-8 0-6-04-3-610-0-012-0-03-3-22-0-06-0-410-0-05.00 12 10.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-10], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0], [9:0-2-12,0-1-8], [14:0-2-4,0-2-4], [15:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.52 0.66 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.35 0.03 0.04 (loc) 1-18 1-18 15 1-18 l/defl >999 >690 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 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* 5-16: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing. WEBS 1 Row at midpt 4-16, 5-14 REACTIONS. (size)1=0-5-8, 15=0-5-8, 11=0-3-8 Max Horz 1=-207(LC 8) Max Uplift 1=-24(LC 12), 11=-115(LC 8) Max Grav 1=882(LC 25), 15=2006(LC 1), 11=587(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1545/183, 2-3=-1184/165, 3-4=-1333/222, 4-5=-347/244, 5-6=0/482, 6-7=0/486, 7-8=-125/387, 8-9=-525/235, 9-11=-554/171 BOT CHORD 1-18=-110/1346, 16-18=-20/698, 14-15=-1971/71, 6-14=-341/71, 13-14=-295/250, 12-13=-82/369 WEBS 2-18=-409/115, 3-18=-484/79, 4-18=-13/979, 4-16=-794/132, 5-16=-178/551, 14-16=0/298, 5-14=-1006/127, 7-14=-848/140, 7-13=-172/409, 8-13=-428/170, 9-12=-69/286 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to 15-11-4, Exterior(2R) 15-11-4 to 19-2-14, Interior(1) 19-2-14 to 22-6-2, Exterior(2R) 22-6-2 to 25-9-12, Interior(1) 25-9-12 to 33-10-8 zone; end vertical left and right exposed; porch 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 11=115. 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. March 13,2020 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 B20000635 Truss TG01 Truss Type Common Girder Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617181 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-UncbF1ZG5OZ8Aql4IkZKue65MEsCsFSDemcc0hzbK9n Scale = 1:30.4 1 2 3 6 5 4 7 8 9 10 3x8 4x6 3x8 3x4 3x4 10x10 3-9-12 3-9-12 7-7-8 3-9-12 3-9-12 3-9-12 7-7-8 3-9-12 1-5-24-7-41-5-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.48 0.24 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.00 (loc) 5-6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 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. REACTIONS. (size)6=0-3-8, 4=0-3-8 Max Horz 6=-85(LC 6) Max Grav 6=3046(LC 2), 4=2701(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2239/0, 2-3=-2239/0, 1-6=-1944/0, 3-4=-1952/0 BOT CHORD 5-6=-25/273 WEBS 2-5=0/2556, 1-5=0/1488, 3-5=0/1517 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1281 lb down at 1-2-0, 1281 lb down at 2-9-3, and 1281 lb down at 4-4-6, and 1281 lb down at 5-11-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1234(B) 8=-1234(B) 9=-1234(B) 10=-1234(B) March 13,2020 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 B20000635 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617182 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-uMIku3c8OJxi1HUfzt71WGkaeRtC3cGfKjrGd0zbK9k Scale = 1:35.8 1 2 3 7 6 5 4 8 9 10 11 12 13 5x6 4x6 5x6 4x6 4x6 10x10 10x10 3-6-3 3-6-3 6-8-13 3-2-11 10-3-0 3-6-3 5-1-8 5-1-8 10-3-0 5-1-8 1-5-25-8-61-5-210.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [3:0-2-12,0-1-8], [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.61 0.22 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.00 (loc) 5-6 5-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 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. REACTIONS. (size)7=0-3-8, 4=0-3-8 Max Horz 7=-104(LC 27) Max Grav 7=4366(LC 2), 4=4163(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3580/0, 2-3=-3574/0, 1-7=-3210/0, 3-4=-3207/0 BOT CHORD 6-7=-55/333, 5-6=0/2009, 4-5=0/287 WEBS 2-5=0/2177, 2-6=0/2192, 1-6=0/2539, 3-5=0/2542 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1280 lb down at 0-11-15, 1280 lb down at 2-7-2, 1280 lb down at 4-2-5, 1281 lb down at 5-9-8, and 1281 lb down at 7-4-11, and 1281 lb down at 8-11-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-80, 2-3=-80, 4-7=-20 Concentrated Loads (lb) Vert: 8=-1233(F) 9=-1233(F) 10=-1233(F) 11=-1234(F) 12=-1234(F) 13=-1234(F) March 13,2020 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 B20000635 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617183 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-IxzsW4e1hEJHulCEf?gk8vM2hesBGwM50h3wELzbK9h Scale = 1:53.6 1 2 3 4 5 9 8 7 6101112131415 6x8 4x8 6x8 5x6 5x6 2x4 2x4 10x16 10x16 4-9-3 4-9-3 9-2-13 4-5-10 14-0-0 4-9-3 3-7-12 3-7-12 7-0-0 3-4-4 10-4-4 3-4-4 14-0-0 3-7-12 1-7-28-7-21-7-212.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [5:0-3-8,Edge], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.81 0.39 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.01 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7,3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-158(LC 25) Max Grav 9=5095(LC 2), 6=5175(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4737/0, 2-3=-4645/0, 3-4=-4657/0, 4-5=-4749/0, 1-9=-4336/0, 5-6=-4345/0 BOT CHORD 8-9=-99/331, 7-8=0/2282, 6-7=0/265 WEBS 3-7=0/3303, 3-8=0/3274, 1-8=0/3158, 5-7=0/3158 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1481 lb down at 2-0-12, 1481 lb down at 4-0-12, 1472 lb down at 6-0-12, 1473 lb down at 8-0-12, and 1481 lb down at 10-0-12, and 1481 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 6-9=-20 Concentrated Loads (lb) Vert: 10=-1409(F) 11=-1409(F) 12=-1409(F) 13=-1409(F) 14=-1409(F) 15=-1409(F) March 13,2020 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 B20000635 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617184 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-jWf?86gv_9hslCxpK7DRmX_dfsx3TK3XifIargzbK9e Scale = 1:72.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11181920212223 8x8 4x6 4x6 3x4 4x6 2x4 12x12 5x12 3x12 3x4 4x8 4x8 2x4 4x6 3x4 3x4 2-0-0 2-0-0 10-8-14 8-8-14 20-7-2 9-10-4 22-10-4 2-3-2 31-0-0 8-1-12 2-0-0 2-0-0 5-6-3 3-6-3 10-8-14 5-2-11 15-8-0 4-11-2 20-7-2 4-11-2 25-7-13 5-0-11 31-0-0 5-4-3 31-10-8 0-10-8 1-3-212-0-01-7-212-0-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-7], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.51 0.25 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.01 0.01 (loc) 15-16 15-16 11 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 416 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 11-14: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-16,3-15,7-13,7-12,9-11,7-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 5-13 REACTIONS. (size)12=0-3-8, 11=0-3-8, 17=0-3-8 Max Horz 17=-228(LC 4) Max Uplift 11=-15(LC 30) Max Grav 12=1828(LC 2), 11=821(LC 1), 17=8413(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7476/0, 2-3=-7335/0, 3-4=-2107/0, 4-5=-1403/0, 5-6=-556/110, 6-7=-914/86, 7-9=-321/162, 1-17=-7935/0, 9-11=-394/146 BOT CHORD 16-17=-149/419, 15-16=0/2553, 13-15=0/1049, 12-13=-298/25, 11-12=0/414 WEBS 3-16=0/5459, 3-15=-1805/0, 4-15=0/1098, 5-15=0/954, 5-13=-1332/0, 6-13=-20/317, 7-13=0/1291, 7-12=-1589/0, 1-16=0/5495, 7-11=-505/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-3-0 oc, Except member 16-3 2x4 - 1 row at 0-9-0 oc, member 15-3 2x4 - 1 row at 0-9-0 oc, member 15-4 2x4 - 1 row at 0-9-0 oc, member 15-5 2x4 - 1 row at 0-9-0 oc, member 13-5 2x4 - 1 row at 0-9-0 oc, member 13-6 2x4 - 1 row at 0-9-0 oc, member 13-7 2x4 - 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 16-1 2x4 - 1 row at 0-9-0 oc, member 11-7 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) 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 B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint 1 = 4% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. Continued on page 2 March 13,2020 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 B20000635 Truss TG04 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617184 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:21 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-jWf?86gv_9hslCxpK7DRmX_dfsx3TK3XifIargzbK9e NOTES- 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7738 lb down at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-6=-80, 6-9=-80, 9-10=-80, 11-17=-20 Concentrated Loads (lb) Vert: 16=-7402(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000635 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617185 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-funlZoi9Wmxa_W5BRYGvry3tufSbxB1qAznhvYzbK9c Scale = 1:74.3 1 2 3 4 5 6 12 11 10 9 8 713141516171819202122 8x8 2x4 5x10 MT18HS5x10 MT18HS 3x6 10x10 10x10 12x12 2x4 8x8 7x16 MT18HS 4x6 5-2-4 5-2-4 10-0-15 4-10-12 16-11-4 6-10-5 21-8-0 4-8-12 5-2-4 5-2-4 10-0-15 4-10-12 13-6-2 3-5-3 16-11-4 3-5-3 21-8-0 4-8-12 2-1-06-3-612-0-05.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-4], [5:0-6-4,0-2-0], [7:Edge,0-2-4], [9:0-3-8,0-5-0], [11:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.85 0.89 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.41 0.04 0.02 (loc) 8-9 8-9 7 8-9 l/defl >999 >630 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 338 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-11,2-9: 2x4 SPF-S Stud, 3-8,5-8,1-11: 2x4 SPF 2100F 1.8E 5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-7 REACTIONS. (size)7=Mechanical, 12=0-3-8 Max Horz 12=260(LC 8) Max Grav 7=7773(LC 2), 12=8387(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9925/0, 2-3=-9138/0, 3-4=-3865/0, 4-5=-3785/0, 1-12=-7013/0 BOT CHORD 11-12=-208/362, 9-11=0/9099, 8-9=0/8253, 7-8=0/2811 WEBS 2-11=-43/586, 2-9=-919/0, 3-9=0/5387, 3-8=-7046/0, 5-8=0/9207, 5-7=-7630/0, 1-11=0/9253 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1444 lb down at 1-8-12, 1486 lb down at 3-8-12, 1486 lb down at 5-8-12, 1486 lb down at 7-8-12, 1481 lb down at 9-8-12, 1475 lb down at 11-8-12, 1486 lb down at 13-8-12, 1208 lb down at 15-8-12, and 1197 lb down at 17-8-12, and 1200 lb down at 19-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 March 13,2020 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 B20000635 Truss TG05 Truss Type Piggyback Base Girder Qty 1 Ply 2 McKenzie 20 Bridgemont Job Reference (optional) I40617185 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:23 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-funlZoi9Wmxa_W5BRYGvry3tufSbxB1qAznhvYzbK9c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-6=-80, 7-12=-20 Concentrated Loads (lb) Vert: 10=-1409(B) 9=-1409(B) 13=-1371(B) 14=-1409(B) 15=-1409(B) 16=-1409(B) 18=-1409(B) 19=-1154(B) 21=-1154(B) 22=-1154(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000635 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617186 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-75K8n8jnG44RcggO?Gn8NAc3H3yMgo7_PdWES?zbK9b Scale = 1:32.6 1 2 3 43x6 4x6 3x6 2x4 10-1-8 10-1-8 10-1-12 0-0-4 5-0-14 5-0-14 10-1-12 5-0-14 0-0-45-0-140-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.81 0.21 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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)1=10-1-4, 3=10-1-4, 4=10-1-4 Max Horz 1=-85(LC 8) Max Uplift 1=-11(LC 13), 3=-11(LC 13) Max Grav 1=269(LC 1), 3=269(LC 1), 4=406(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-0-14, Exterior(2R) 5-0-14 to 8-0-14, Interior(1) 8-0-14 to 9-9-9 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. March 13,2020 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 B20000635 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617187 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-bHuW_TjQ1NCIEqFaZzINwN8NkTJkPHu7dHGo_RzbK9a Scale = 1:21.1 1 2 3 4 2x4 4x6 2x4 2x4 6-1-8 6-1-8 6-1-12 0-0-4 3-0-14 3-0-14 6-1-12 3-0-14 0-0-43-0-140-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.25 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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)1=6-1-4, 3=6-1-4, 4=6-1-4 Max Horz 1=-49(LC 8) Max Uplift 1=-8(LC 13), 3=-8(LC 13) Max Grav 1=154(LC 1), 3=154(LC 1), 4=236(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 B; Enclosed; Gable Roof; Common Truss; 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) 1, 3. 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. March 13,2020 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 B20000635 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617188 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-3TSuBpk2ohK8rzpm7gpcTbhb3thW8kqGsx?LWtzbK9Z Scale = 1:8.2 1 2 3 2x4 3x4 2x4 0-0-4 0-0-4 2-1-12 2-1-8 1-0-14 1-0-14 2-1-12 1-0-14 0-0-41-0-140-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-4, 3=2-1-4 Max Horz 1=-13(LC 8) Max Grav 1=72(LC 1), 3=72(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 B; Enclosed; Gable Roof; Common Truss; 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) 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. March 13,2020 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 B20000635 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617189 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Yg0GP9lgZ?S?T7OygOKr?oEgiH_ytA3Q5blv2KzbK9Y Scale = 1:21.4 1 2 3 4 3x4 4x6 3x4 2x4 0-0-5 0-0-5 7-8-0 7-7-11 3-10-0 3-10-0 7-8-0 3-10-0 0-0-43-2-50-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.22 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud 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)1=7-7-7, 3=7-7-7, 4=7-7-7 Max Horz 1=51(LC 9) Max Uplift 1=-6(LC 13), 3=-13(LC 13) Max Grav 1=183(LC 1), 3=183(LC 1), 4=321(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 3-10-0, Exterior(2R) 3-10-0 to 6-10-0, Interior(1) 6-10-0 to 7-3-3 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) 1, 3. 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. March 13,2020 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 B20000635 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617190 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-0saecVmIKIas5Hz9E5r4Y0mxDgLEceJZKFUSbmzbK9X Scale = 1:8.7 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 2-10-7 2-10-2 1-5-3 1-5-3 2-10-7 1-5-3 0-0-41-2-50-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.04 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-9-13, 3=2-9-13 Max Horz 1=-15(LC 8) Max Grav 1=103(LC 1), 3=103(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 B; Enclosed; Gable Roof; Common Truss; 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) 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. March 13,2020 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 B20000635 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617191 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-0saecVmIKIas5Hz9E5r4Y0mtlgKycZjZKFUSbmzbK9X Scale = 1:59.3 1 2 3 4 7 6 583x4 2x4 2x4 2x4 2x4 2x4 2x4 12-3-4 12-3-4 0-0-410-2-1110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.26 0.17 0.36 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: 52 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 4-5 REACTIONS.All bearings 12-2-15. (lb) - Max Horz 1=274(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 7=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=543(LC 19), 7=510(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/223 WEBS 3-6=-339/157, 2-7=-339/153 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 12-1-8 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, 6 except (jt=lb) 7=103. 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, 18, 19, 20, 21, 22 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=-65, 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=17, 1-5=-12 Horz: 1-4=-29 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 March 13,2020 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 B20000635 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617191 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-0saecVmIKIas5Hz9E5r4Y0mtlgKycZjZKFUSbmzbK9X LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=17, 1-5=-12 Horz: 1-4=-29 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-38, 1-5=-20 Horz: 1-4=18 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-38, 1-5=-20 Horz: 1-4=18 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-14, 1-5=-12 Horz: 1-4=2 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 1-5=-20 Horz: 1-4=10 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 1-5=-20 Horz: 1-4=-8 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=16, 1-5=-12 Horz: 1-4=-28 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=4, 1-5=-12 Horz: 1-4=-16 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=8, 1-5=-12 Horz: 1-4=-20 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=0, 1-5=-12 Horz: 1-4=-12 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-20 Horz: 1-4=-20 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-12, 1-5=-20 Horz: 1-4=-8 18) 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 19) 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=-73, 1-8=-35, 5-8=-50 Horz: 1-4=8 20) 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=-59, 1-8=-35, 5-8=-50 Horz: 1-4=-6 21) 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=-50, 1-8=-35, 5-8=-50 Horz: 1-4=-15 22) 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=-59, 1-8=-35, 5-8=-50 Horz: 1-4=-6 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 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 B20000635 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617191 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:28 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-0saecVmIKIas5Hz9E5r4Y0mtlgKycZjZKFUSbmzbK9X LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=-28, 1-5=-12 Horz: 1-4=16 24) 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 B20000635 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617192 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-U281qrmw5cijiRYLopNJ4DJ2B4eVL12jYvE?7CzbK9W Scale = 1:62.1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 23-9-8 23-9-3 11-3-12 11-3-12 21-5-8 10-1-12 23-9-8 2-4-0 0-0-40-11-109-5-20-0-410.00 12 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.28 0.28 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.All bearings 23-8-9. (lb) - Max Horz 1=-165(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 14, 9 except 13=-106(LC 12), 10=-110(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 11=535(LC 22), 13=535(LC 19), 14=435(LC 19), 10=525(LC 20), 9=466(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-351/0, 3-13=-352/155, 2-14=-297/130, 5-10=-343/157, 6-9=-325/116 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-3-12, Interior(1) 3-3-12 to 11-3-12, Exterior(2R) 11-3-12 to 14-3-12, Interior(1) 14-3-12 to 23-0-7 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) 1, 8, 14, 9 except (jt=lb) 13=106, 10=110. 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. March 13,2020 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 B20000635 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617193 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-yFiP1BnYswqaKb7XMWuYdRsC7Uza4VRsnZzZfezbK9V Scale = 1:48.8 1 2 3 4 5 9 8 7 63x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 17-9-14 17-9-9 8-10-15 8-10-15 17-9-14 8-10-15 0-0-47-5-20-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.35 0.22 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: 58 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud 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 17-9-5. (lb) - Max Horz 1=-127(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 9=-125(LC 12), 6=-125(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=361(LC 22), 9=603(LC 19), 6=603(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-404/175, 4-6=-407/176 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-10-15, Exterior(2R) 8-10-15 to 11-10-15, Interior(1) 11-10-15 to 17-5-1 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 125 lb uplift at joint 9 and 125 lb uplift at joint 6. 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. March 13,2020 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 B20000635 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617194 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-QRFnFXoAdDyRylikvEPnAeOL0uNapzv00Dj6B5zbK9U Scale = 1:34.2 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-5 0-0-5 13-0-5 13-0-0 6-6-2 6-6-2 13-0-5 6-6-2 0-0-45-5-20-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.46 0.11 0.14 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: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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 12-11-11. (lb) - Max Horz 1=92(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=296(LC 1), 8=380(LC 25), 6=380(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-313/137, 4-6=-313/137 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 6-6-2, Exterior(2R) 6-6-2 to 9-6-2, Interior(1) 9-6-2 to 12-7-7 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) 1, 5, 8, 6. 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. March 13,2020 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 B20000635 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617195 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-udp9StppOX4IauHwTxw0isxWSIiWYRB9EtSfkXzbK9T Scale = 1:22.8 1 2 3 43x4 4x6 3x4 2x4 0-0-5 0-0-5 8-2-11 8-2-6 4-1-5 4-1-5 8-2-11 4-1-5 0-0-43-5-20-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.47 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud 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)1=8-2-1, 3=8-2-1, 4=8-2-1 Max Horz 1=-56(LC 8) Max Uplift 1=-6(LC 12), 3=-11(LC 13) Max Grav 1=199(LC 1), 3=199(LC 1), 4=343(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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-1-5, Exterior(2R) 4-1-5 to 7-1-5, Interior(1) 7-1-5 to 7-9-14 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) 1, 3. 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. March 13,2020 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 B20000635 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617196 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-MpNXfDqR9rC9B2s61fRFF3UnVh2VHvZITXCDGzzbK9S Scale = 1:9.9 1 2 3 2x4 3x4 2x4 3-4-13 3-4-13 3-5-1 0-0-5 1-8-9 1-8-9 3-5-1 1-8-9 0-0-41-5-20-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.07 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-8, 3=3-4-8 Max Horz 1=20(LC 9) Max Grav 1=131(LC 1), 3=131(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 B; Enclosed; Gable Roof; Common Truss; 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) 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. March 13,2020 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 B20000635 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617197 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-q0xwtYq3w8K0pCRJbMyUnH0vy5P30LqSiBxmoQzbK9R Scale = 1:32.9 1 2 3 4 5 6 7 11 10 9 812 4x6 2x4 2x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 12-5-7 12-5-7 13-3-0 0-9-9 -0-10-8 0-10-8 12-5-7 12-5-7 13-3-0 0-9-9 0-9-04-10-135-8-64.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.28 0.13 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-2-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-3-0. (lb) - Max Horz 2=142(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 8, 10, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 8 except 2=252(LC 1), 10=425(LC 2), 11=452(LC 2), 9=370(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-347/81, 4-11=-351/99 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 13-1-4 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) 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) 8, 10, 11, 9. 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. March 13,2020 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 B20000635 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617198 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-JCVI4urhhSStRM?V83UjKUZ3HVjtloLbxrhKKszbK9Q Scale = 1:23.1 1 2 3 4 7 6 52x4 4x6 2x4 2x4 2x4 2x4 2x4 0-0-12 0-0-12 9-8-6 9-7-10 10-5-15 0-9-9 9-8-6 9-8-6 10-5-15 0-9-9 0-0-43-2-134-0-64.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.37 0.15 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud 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 6-0-0 oc bracing. REACTIONS.All bearings 10-5-3. (lb) - Max Horz 1=99(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 7, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=531(LC 1), 6=265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-417/146 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 10-4-3 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) 5, 7, 6. 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. March 13,2020 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 B20000635 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617199 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-nO3gIEsJSmak2Wahin?yti589v2RUGZl9VQttIzbK9P Scale = 1:14.5 1 2 3 5 4 2x4 4x6 2x4 2x4 2x4 0-0-12 0-0-12 4-8-6 4-7-10 5-5-15 0-9-9 4-8-6 4-8-6 5-5-15 0-9-9 0-0-41-6-132-4-64.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.69 0.20 0.05 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=5-5-3, 4=5-5-3, 5=5-5-3 Max Horz 1=52(LC 12) Max Uplift 1=-6(LC 8), 4=-45(LC 3) Max Grav 1=172(LC 1), 5=269(LC 1) 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 B; Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 5-4-3 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. 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. March 13,2020 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 B20000635 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617200 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Fbd2VatxD3ibgg9tGUWBPveMlJOLDjYuO9AQPlzbK9O Scale = 1:21.6 1 2 3 2x4 2x4 2x4 3-8-8 3-8-8 0-0-43-8-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.50 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-4, 3=3-8-4 Max Horz 1=90(LC 12) Max Uplift 3=-52(LC 12) Max Grav 1=161(LC 1), 3=161(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; 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. March 13,2020 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 B20000635 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617201 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-Fbd2VatxD3ibgg9tGUWBPveS?JR3DjYuO9AQPlzbK9O Scale = 1:13.2 1 2 3 2x4 2x4 2x4 2-0-8 2-0-8 0-0-42-0-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.10 0.04 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: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-0-4, 3=2-0-4 Max Horz 1=43(LC 12) Max Uplift 3=-25(LC 12) Max Grav 1=77(LC 1), 3=77(LC 19) 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 B; Enclosed; Gable Roof; End Jack Truss; 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. March 13,2020 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 B20000635 Truss V18 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617202 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-jnBQjwtZzNqSIpk4qC1Qy7BWAikdy9K1dpv_xBzbK9N Scale = 1:29.6 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-11-6 5-11-6 0-0-44-11-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.52 0.22 0.09 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-1, 4=5-11-1, 5=5-11-1 Max Horz 1=126(LC 12) Max Uplift 1=-46(LC 10), 4=-37(LC 12), 5=-93(LC 12) Max Grav 1=108(LC 12), 4=156(LC 1), 5=397(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/163 WEBS 2-5=-318/240 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 B; Enclosed; Gable Roof; End Jack Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-9-10 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, 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. March 13,2020 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 B20000635 Truss V19 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617203 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-BzkowGuCkhzIvzJGNvYfUKjjP65Hhd2BrSfXTdzbK9M Scale = 1:17.7 1 2 3 2x4 2x4 2x4 3-6-9 3-6-9 0-0-42-11-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.43 0.19 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-6-4, 3=3-6-4 Max Horz 1=70(LC 12) Max Uplift 3=-35(LC 12) Max Grav 1=150(LC 1), 3=150(LC 1) 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 B; Enclosed; Gable Roof; End Jack Truss; 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. March 13,2020 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 B20000635 Truss V20 Truss Type Valley Qty 1 Ply 1 McKenzie 20 Bridgemont Job Reference (optional) I40617204 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Mar 13 14:12:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:06iUielm?SWcLNSP0dHJWqyBefh-fAIB8cvqV_59X7uSxd3u1YGxOWS0Q3mK46O503zbK9L Scale: 3/4"=1' 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 5-2-11 5-2-7 2-7-6 2-7-6 5-2-11 2-7-6 0-0-42-2-20-0-410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 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 0.22 0.09 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-2-2, 3=5-2-2, 4=5-2-2 Max Horz 1=-33(LC 8) Max Uplift 1=-8(LC 13), 3=-12(LC 13) Max Grav 1=128(LC 1), 3=128(LC 1), 4=185(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 B; Enclosed; Gable Roof; Common Truss; 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) 1, 3. 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. March 13,2020 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths