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HomeMy WebLinkAboutBRG 201 Truss 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 3,2020 Galinski, John Pages or sheets covered by this seal: I40457711 thru I40457778 My license renewal date for the state of Indiana is July 31, 2020. B20000636 McKenzie 201 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 B20000636 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457711 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-7_HsfJ0p1_4bWDbPgl6qynL5o5uVwmmeNqBu1CzeyFO Scale: 1/2"=1' 1 2 5 6 7 3 8 9 4 3x4 3x4 4-1-2 4-1-2 -1-4-6 1-4-6 4-1-2 4-1-2 1-7-64-2-133-7-54-2-137.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.19 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=81(LC 8) Max Uplift 5=-28(LC 8), 3=-88(LC 8), 4=-19(LC 8) Max Grav 5=245(LC 1), 3=94(LC 35), 4=75(LC 3) 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; MWFRS (envelope) gable end zone; end vertical left and right exposed; 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) 5, 3, 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 103 lb up at 1-6-3, and 68 lb down and 78 lb up at 3-0-14 on top chord, and 26 lb down and 31 lb up at 1-6-3, and 20 lb down and 21 lb up at 3-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=27(B) 8=3(B) 9=-1(F) March 3,2020 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 B20000636 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457712 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-bBrEsf1RoHCS8NAbESd3U_uD?VFteD0ocUwRZfzeyFN Scale = 1:18.3 1 2 5 3 4 3x4 3x6 2-2-9 2-2-9 -1-4-6 1-4-6 2-2-9 2-2-9 1-7-63-0-67.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 3=Mechanical, 4=Mechanical Max Horz 5=50(LC 9) Max Uplift 3=-31(LC 12), 4=-3(LC 12) Max Grav 5=223(LC 1), 3=30(LC 19), 4=38(LC 3) 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; Corner 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) 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) 3, 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 6 lb up at -1-4-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-10(F) March 3,2020 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 B20000636 Truss CG03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457713 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-3NPc3_23ZbKJmWlno99I1CRQIvZENgGxr8g?55zeyFM Scale = 1:30.0 1 2 5 6 7 3 8 9 4 3x4 3x4 6-3-6 6-3-6 -1-4-6 1-4-6 6-3-6 6-3-6 1-3-65-3-104-8-25-3-107.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.03 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 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)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=124(LC 8) Max Uplift 5=-24(LC 8), 3=-112(LC 8) Max Grav 5=396(LC 1), 3=174(LC 31), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-336/56 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; MWFRS (envelope) gable end zone; end vertical left and right exposed; 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) 5 except (jt=lb) 3=112. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 1 lb up at -1-4-6 , 21 lb down and 1 lb up at -1-4-6, and 73 lb down and 78 lb up at 3-2-7, and 68 lb down and 81 lb up at 3-8-8 on top chord, and 14 lb down and 17 lb up at 3-2-7, and 17 lb down and 23 lb up at 3-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 1=-40(F=-20, B=-20) 8=-2(F) 9=-0(B) March 3,2020 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 B20000636 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457714 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-XZy?HK3hKvSANgK_MtgXaPzbNJwW64f53oPYdXzeyFL Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 39 3x4 3x4 4x6 3x4 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 21-8-0 21-8-0 -0-10-8 0-10-8 10-10-0 10-10-0 21-8-0 10-10-0 22-6-8 0-10-8 1-3-612-1-61-3-612.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-3-0], [14:0-3-0,0-3-0], [29:0-3-0,0-1-4], [29:0-0-0,0-1-12], [30:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.11 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 19 19 20 18 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 OTHERS 2x4 SPF-S Stud *Except* 10-28,9-30,8-31,11-27,12-26: 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 10-28, 9-30, 8-31, 11-27, 12-26 REACTIONS.All bearings 21-8-0. (lb) - Max Horz 37=-239(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 31, 32, 33, 34, 35, 26, 25, 24, 23, 22 except 37=-165(LC 8), 20=-137(LC 9), 36=-174(LC 12), 21=-165(LC 13) Max Grav All reactions 250 lb or less at joint(s) 20, 30, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 except 37=250(LC 20), 28=320(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-170/316, 9-10=-178/329, 10-11=-178/329, 11-12=-171/316 WEBS 10-28=-396/187 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 10-10-0, Corner(3R) 10-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 22-6-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 32, 33, 34, 35, 26, 25, 24, 23, 22 except (jt=lb) 37=165, 20=137, 36=174, 21=165. 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 3,2020 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 B20000636 Truss GE02 Truss Type GABLE Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457715 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-?lWNUg4J5Ca1?qvAvaBm6dWiei7urTkEIS95AzzeyFK Scale = 1:79.5 1 2 3 4 5 6 7 8 9 15 13 12 11 10142930313233 4x6 3x4 3x4 3x6 4x6 3x6 4x6 3x6 3x6 4x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 1-7-0 1-7-0 7-10-3 6-3-3 15-4-13 7-6-11 23-3-0 7-10-3 -0-10-8 0-10-8 5-6-0 5-6-0 11-7-8 6-1-8 17-9-0 6-1-8 23-3-0 5-6-0 24-1-8 0-10-8 1-3-612-10-141-3-612.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.68 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.02 0.02 (loc) 10-11 10-11 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 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* 5-11,5-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 7-10 REACTIONS. (size)15=1-10-8, 10=0-3-8, 14=0-3-8 Max Horz 15=253(LC 11) Max Uplift 15=-37(LC 13) Max Grav 15=938(LC 20), 10=1101(LC 19), 14=234(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-280/169, 3-5=-996/169, 5-7=-1026/163, 7-8=-388/144, 2-15=-332/149, 8-10=-409/131 BOT CHORD 14-15=-55/806, 13-14=-55/806, 11-13=0/567, 10-11=0/729 WEBS 5-11=-129/614, 5-13=-147/541, 3-15=-935/0, 7-10=-863/0 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 Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-7-8, Exterior(2R) 11-7-8 to 14-7-8, Interior(1) 14-7-8 to 24-1-8 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 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 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 3,2020 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 B20000636 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457716 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-y8e7vM5ZdqqlE83Z1?DEB2b7QWxfJRCXmmeCEszeyFI Scale = 1:55.4 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 14-9-0 14-9-0 7-4-8 7-4-8 14-9-0 7-4-8 1-3-68-7-141-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 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. WEBS 1 Row at midpt 7-20 REACTIONS.All bearings 14-9-0. (lb) - Max Horz 26=158(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 21, 22, 23, 24, 19, 18, 17, 16 except 26=-218(LC 10), 14=-192(LC 11), 25=-194(LC 9), 15=-177(LC 8) Max Grav All reactions 250 lb or less at joint(s) 14, 20, 21, 22, 23, 24, 25, 19, 18, 17, 16, 15 except 26=257(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-127/251, 7-8=-127/251 WEBS 7-20=-287/112 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 3-4-8, Exterior(2N) 3-4-8 to 7-4-8, Corner(3R) 7-4-8 to 10-4-8, Exterior(2N) 10-4-8 to 14-7-4 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) 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) 21, 22, 23, 24, 19, 18, 17, 16 except (jt=lb) 26=218, 14=192, 25=194, 15=177. 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 3,2020 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 B20000636 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457717 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-uXmuK27q9R4TURCx8QFiHThT?Kd?nLQqD47JJlzeyFG Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 2x4 3x4 4x6 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-10-0 16-10-0 -0-10-8 0-10-8 8-5-0 8-5-0 16-10-0 8-5-0 17-8-8 0-10-8 1-3-69-8-61-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.09 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 15 15 16 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 112 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* 8-22: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 REACTIONS.All bearings 16-10-0. (lb) - Max Horz 29=-195(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 23, 25, 26, 27, 21, 20, 19, 18 except 29=-117(LC 8), 28=-132(LC 12), 17=-127(LC 13) Max Grav All reactions 250 lb or less at joint(s) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 except 22=268(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-133/285, 7-8=-147/313, 8-9=-147/313, 9-10=-133/285 WEBS 8-22=-376/150 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 8-5-0, Corner(3R) 8-5-0 to 11-5-0, Exterior(2N) 11-5-0 to 17-8-8 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 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, 23, 25, 26, 27, 21, 20, 19, 18 except (jt=lb) 29=117, 28=132, 17=127. 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 3,2020 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 B20000636 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457718 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-uXmuK27q9R4TURCx8QFiHThSQKdnnNlqD47JJlzeyFG Scale = 1:16.4 1 2 5 3 43x4 3x4 1-0-5 1-0-5 -0-10-8 0-10-8 1-0-5 1-0-5 1-7-62-7-110-6-72-1-32-7-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=47(LC 9) Max Uplift 3=-34(LC 12), 4=-27(LC 9) Max Grav 5=132(LC 1), 3=20(LC 10), 4=33(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; End Jack 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 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) 3, 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 3,2020 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 B20000636 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457719 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-MjKGYO7SwlCK5bn8i8nxpgDc9jz0Wq?zSkssrBzeyFF Scale = 1:16.4 1 2 5 3 43x4 3x4 1-0-5 1-0-5 -0-10-8 0-10-8 1-0-5 1-0-5 1-7-62-7-112-1-32-7-1112.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.21 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=47(LC 9) Max Uplift 3=-34(LC 12), 4=-27(LC 9) Max Grav 5=132(LC 1), 3=20(LC 10), 4=33(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; End Jack 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 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) 3, 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 3,2020 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 B20000636 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457720 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-qvuelk84h2KBjlMKGrIAMummY7IJFHF7gOcQNdzeyFE Scale = 1:21.5 1 2 5 3 4 3x4 3x4 2-7-13 2-7-13 -0-10-8 0-10-8 2-7-13 2-7-13 1-5-63-7-143-2-13-7-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 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 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=66(LC 12) Max Uplift 3=-52(LC 12), 4=-7(LC 12) Max Grav 5=172(LC 1), 3=70(LC 19), 4=47(LC 3) 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) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-7-1 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 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) 3, 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 3,2020 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 B20000636 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457721 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-I6R0y39iSMS1LvxWqYpPu5IvpXca_kVGv2Lzw3zeyFD Scale = 1:24.6 1 2 5 3 4 4x6 3x6 3-4-13 3-4-13 -0-10-8 0-10-8 3-4-13 3-4-13 1-5-64-3-63-9-94-3-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.39 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 11 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 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=83(LC 12) Max Uplift 3=-64(LC 12), 4=-4(LC 12) Max Grav 5=199(LC 1), 3=93(LC 19), 4=61(LC 3) 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) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 3-4-1 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 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) 3, 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 3,2020 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 B20000636 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457722 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-I6R0y39iSMS1LvxWqYpPu5IxzXdu_kVGv2Lzw3zeyFD Scale = 1:21.5 1 4 2 33x4 2x4 2-7-13 2-7-13 2-7-13 2-7-13 1-5-63-7-140-5-133-2-13-7-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.26 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 4=51(LC 9) Max Uplift 2=-52(LC 12), 3=-3(LC 12) Max Grav 4=98(LC 1), 2=78(LC 19), 3=48(LC 3) 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 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) 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) 2, 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 3,2020 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 B20000636 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457723 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-mI?OAPAKCgauy3WiNGKeRJr5Dxy9jBkP8i5XSWzeyFC Scale = 1:24.6 1 4 2 3 3x4 2x4 3-4-13 3-4-13 3-4-13 3-4-13 1-5-64-3-63-9-94-3-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.04 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-5-8, 2=Mechanical, 3=Mechanical Max Horz 4=63(LC 12) Max Uplift 2=-63(LC 12), 3=-1(LC 12) Max Grav 4=128(LC 1), 2=99(LC 19), 3=62(LC 3) 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 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) 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) 2, 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 3,2020 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 B20000636 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457724 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-FUZnNlBzzzilaD5vxzrt_WOImLKbSe_ZNMq4_yzeyFB Scale = 1:20.2 1 2 5 3 4 3x4 3x4 2-9-0 2-9-0 -0-10-8 0-10-8 2-9-0 2-9-0 1-1-63-4-140-5-132-11-13-4-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=71(LC 12) Max Uplift 3=-49(LC 12), 4=-2(LC 12) Max Grav 5=175(LC 1), 3=71(LC 19), 4=48(LC 3) 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) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-8-4 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) 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) 3, 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 3,2020 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 B20000636 Truss J08 Truss Type Jack-Open Qty 6 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457725 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-FUZnNlBzzzilaD5vxzrt_WODjLGESe_ZNMq4_yzeyFB Scale = 1:30.4 1 2 5 3 4 4x6 3x4 5-1-0 5-1-0 -0-10-8 0-10-8 5-1-0 5-1-0 1-1-65-4-30-5-134-10-65-4-310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.06 0.05 (loc) 4-5 4-5 3 4-5 l/defl >999 >949 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=126(LC 12) Max Uplift 3=-84(LC 12) Max Grav 5=263(LC 1), 3=141(LC 19), 4=94(LC 3) 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) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 5-0-4 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) 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) 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 3,2020 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 B20000636 Truss J09 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457726 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-jh79b5BbkHqcCNg5VhM6WkwTWkgqB5Eib0adWOzeyFA Scale = 1:20.2 1 2 5 3 4 3x4 3x4 2-9-0 2-9-0 -0-10-8 0-10-8 2-9-0 2-9-0 1-1-63-4-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 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 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=71(LC 12) Max Uplift 3=-49(LC 12), 4=-2(LC 12) Max Grav 5=175(LC 1), 3=71(LC 19), 4=48(LC 3) 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) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 2-8-4 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) 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) 3, 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 3,2020 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 B20000636 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457727 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-BthXoRCDVbyTpWFH3OuL3xTda8?fwYUsqgJB3rzeyF9 Scale = 1:21.8 1 2 5 3 4 3x4 3x6 2-5-2 2-5-2 -0-10-8 0-10-8 2-5-2 2-5-2 1-3-63-8-80-6-73-2-13-8-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 2-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=76(LC 12) Max Uplift 3=-57(LC 12), 4=-10(LC 12) Max Grav 5=164(LC 1), 3=65(LC 19), 4=42(LC 3) 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 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) 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) 3, 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 3,2020 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 B20000636 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457728 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-f3Fv0nDrGu5KRgqUc6Pab90oKYLuf?k?3K3kbHzeyF8 Scale = 1:21.8 1 2 5 3 4 3x4 3x6 2-5-2 2-5-2 -0-10-8 0-10-8 2-5-2 2-5-2 1-3-63-8-83-2-13-8-812.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 2-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=76(LC 12) Max Uplift 3=-57(LC 12), 4=-10(LC 12) Max Grav 5=164(LC 1), 3=65(LC 19), 4=42(LC 3) 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 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) 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) 3, 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 3,2020 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 B20000636 Truss M01 Truss Type MONOPITCH Qty 22 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457729 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-f3Fv0nDrGu5KRgqUc6Pab90kIYIsfza?3K3kbHzeyF8 Scale = 1:42.5 1 2 3 5 4 2x4 2x4 3x6 4x6 6-0-0 6-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 1-3-67-3-66-11-140-3-87-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.35 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 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)5=0-3-8, 4=0-1-8 Max Horz 5=175(LC 12) Max Uplift 4=-122(LC 12) Max Grav 5=295(LC 1), 4=248(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-299/168 WEBS 2-4=-171/304 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 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 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 at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=122. 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 3,2020 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 B20000636 Truss M02 Truss Type MONOPITCH Qty 5 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457730 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-7GpHD7ET1CDB3qOgApwp8MYv2ye5OQi9H_oH7jzeyF7 Scale = 1:44.4 1 2 3 5 4 2x4 2x4 3x6 4x6 6-0-0 6-0-0 -0-10-8 0-10-8 6-0-0 6-0-0 1-7-67-7-67-3-140-3-87-7-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.35 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 31 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)5=0-3-8, 4=0-1-8 Max Horz 5=171(LC 12) Max Uplift 4=-132(LC 12) Max Grav 5=295(LC 1), 4=252(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-303/173 WEBS 2-4=-178/312 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 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 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 at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=132. 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 3,2020 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 B20000636 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457731 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-bSMgQTE5oWL2g_zskXR2ga5AKMvT7l4IWeYrf9zeyF6 Scale = 1:46.5 1 2 3 6 5 4 7 8 9 3x12 2x4 4x6 2x4 4x8 10x10 2-8-0 2-8-0 6-8-8 4-0-8 2-8-0 2-8-0 6-8-8 4-0-8 1-3-67-11-1412.00 12 Plate Offsets (X,Y)-- [1:0-3-7,Edge], [5:0-3-8,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.59 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.00 (loc) 4-5 4-5 4 4-5 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 2x6 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)4=0-3-8, 6=0-3-8 Max Horz 6=171(LC 8) Max Grav 4=2776(LC 2), 6=2037(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1958/0, 1-6=-1920/0 BOT CHORD 4-5=0/1360 WEBS 2-5=0/2382, 2-4=-1814/0, 1-5=0/1396 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; 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) 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1453 lb down at 1-10-12, and 1453 lb down at 3-10-12, and 1457 lb down at 5-10-12 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=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1302(B) 8=-1302(B) 9=-1306(B) March 3,2020 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 B20000636 Truss PB01 Truss Type GABLE Qty 2 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457732 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-3ew2eoFjZpTvI8Y3IEyHDneLBlNOsLTRlIHOCczeyF5 Scale = 1:31.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 17-11-10 17-11-10 1-10-1 1-10-1 17-11-10 16-1-9 0-4-131-2-121-4-140-1-80-4-130-1-81-2-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-0,0-1-4], [7:0-4-0,0-1-4], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.10 0.06 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: 44 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 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-15. REACTIONS.All bearings 16-8-7. (lb) - Max Horz 2=-22(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 13, 12, 11, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 13=335(LC 26), 12=324(LC 1), 11=284(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-253/71 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) 0-3-3 to 1-10-1, Exterior(2R) 1-10-1 to 4-10-1, Interior(1) 4-10-1 to 16-1-9, Exterior(2E) 16-1-9 to 17-8-7 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15, 13, 12, 11, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 3,2020 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 B20000636 Truss PB02 Truss Type GABLE Qty 2 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457733 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-XqUQr8GMK7bmwI7FrxTWm?AVi9jXboPb_y1yk2zeyF4 Scale = 1:31.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 17-11-10 17-11-10 4-2-14 4-2-14 13-8-12 9-5-14 17-11-10 4-2-14 0-4-133-2-123-4-140-1-80-4-130-1-83-2-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-0,0-1-4], [6:0-4-0,0-1-4], [7:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.11 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 53 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 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-7. (lb) - Max Horz 2=-58(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 11, 10, 7, 9 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 7, 9 except 13=297(LC 25), 11=348(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-265/75 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) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-2-14 , Exterior(2R) 4-2-14 to 7-2-14, Interior(1) 7-2-14 to 13-8-12, Exterior(2R) 13-8-12 to 16-8-12, Interior(1) 16-8-12 to 17-8-7 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 11, 10, 7, 9. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 3,2020 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 B20000636 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457734 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-012o3UH_5RjdYRiRPf_lICje5Z1pKFFkCcmVGUzeyF3 Scale = 1:31.6 1 2 3 4 5 6 7 11 10 9 8 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 3x4 17-11-10 17-11-10 5-9-7 5-9-7 12-2-2 6-4-11 17-11-10 5-9-7 0-4-134-6-44-8-60-1-80-4-130-1-84-6-410.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [3:0-4-0,0-1-4], [5:0-4-0,0-1-4], [6:0-1-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.23 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 55 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, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-7. (lb) - Max Horz 2=-82(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 11, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=279(LC 28), 11=445(LC 19), 8=429(LC 20) 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; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 5-9-7, Exterior(2R) 5-9-7 to 8-11-13, Interior(1) 8-11-13 to 12-2-2, Exterior(2R) 12-2-2 to 15-2-2, Interior(1) 15-2-2 to 17-8-7 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 11, 8, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 3,2020 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 B20000636 Truss PB04 Truss Type Piggyback Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457735 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-UDcAGqHcskrU9bHdzMW_rQGsCzOZ3h_uRGW2oxzeyF2 Scale = 1:39.5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 17-11-10 17-11-10 17-11-10 17-11-10 0-4-136-6-46-8-60-1-80-4-130-1-86-6-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-4-0,0-1-4], [5:0-4-0,0-1-4], [7:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.14 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 62 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 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-7. (lb) - Max Horz 2=-117(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-110(LC 12), 9=-109(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 7 except 13=450(LC 19), 9=451(LC 20), 11=257(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-279/155, 6-9=-278/154 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) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 8-2-4, Exterior(2E) 8-2-4 to 9-9-6, Exterior(2R) 9-9-6 to 12-9-6, Interior(1) 12-9-6 to 17-8-7 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 13=110, 9=109. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 3,2020 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 B20000636 Truss PB05 Truss Type Piggyback Qty 9 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457736 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-QckxhWJsOM5BPvR04nYSwqLB2m3VXaDAuZ?9tpzeyF0 Scale = 1:46.4 1 2 3 4 5 67 11 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 17-11-10 17-11-10 8-11-13 8-11-13 17-11-10 8-11-13 0-4-137-4-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 59 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 16-8-7. (lb) - Max Horz 2=131(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 11=-124(LC 12), 8=-124(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=327(LC 22), 11=514(LC 19), 8=514(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-308/171, 5-8=-308/170 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) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 8-11-13, Exterior(2R) 8-11-13 to 11-11-13, Interior(1) 11-11-13 to 17-8-7 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 124 lb uplift at joint 11 and 124 lb uplift at joint 8. 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 3,2020 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 B20000636 Truss PB06 Truss Type Piggyback Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457737 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-uoIJusKU9fD2030CeV3hT2uMdAQbG1iK7DkjPFzeyF? Scale = 1:37.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 17-11-10 17-11-10 17-11-10 17-11-10 0-4-136-0-126-2-140-1-80-4-130-1-86-0-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-4-0,0-1-4], [5:0-4-0,0-1-4], [7:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.11 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 7 8 7 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 60 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 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-7. (lb) - Max Horz 2=109(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-104(LC 12), 9=-103(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 13=412(LC 19), 9=413(LC 20), 11=316(LC 19), 10=313(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-263/148, 6-9=-262/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; Gable Roof; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-3 to 3-5-14, Interior(1) 3-5-14 to 7-7-10, Exterior(2E) 7-7-10 to 10-3-15, Exterior(2R) 10-3-15 to 13-3-15, Interior(1) 13-3-15 to 17-8-7 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 13=104, 9=103. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 3,2020 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 B20000636 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457738 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-M_rh6CL6vzLveDaPCCaw?FQXPam7?VcTMtUGxizeyF_ Scale = 1:33.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 17-11-10 17-11-10 17-11-10 17-11-10 0-4-135-2-125-4-140-1-80-4-130-1-85-2-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-4-0,0-1-4], [6:0-4-0,0-1-4], [8:0-2-1,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.10 0.10 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: 61 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 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-8-7. (lb) - Max Horz 2=94(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 15, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 8 except 15=366(LC 19), 10=365(LC 20), 13=297(LC 19), 11=281(LC 28) 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; Hip Truss; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 6-7-10 , Exterior(2R) 6-7-10 to 9-7-10, Interior(1) 9-7-10 to 11-3-15, Exterior(2R) 11-3-15 to 14-3-15, Interior(1) 14-3-15 to 17-8-7 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 15, 10, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 3,2020 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 B20000636 Truss T01 Truss Type COMMON Qty 11 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457739 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-qBP3JYLlgHTmGM9bmw59YTzaQ_ygkmtdbXDpT8zeyEz Scale = 1:75.7 1 2 3 4 5 6 7 8 9 13 12 11 1014151617 3x6 4x6 3x6 3x16 MT18HS 3x8 4x6 4x6 3x6 6x8 6x8 3x6 10-10-0 10-10-0 21-8-0 10-10-0 -0-10-8 0-10-8 5-0-0 5-0-0 10-10-0 5-10-0 16-8-0 5-10-0 21-8-0 5-0-0 22-6-8 0-10-8 1-3-612-1-61-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.72 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.02 0.01 (loc) 11-13 11-13 10 11 l/defl >672 >405 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 107 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 5-11: 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. WEBS 1 Row at midpt 7-11, 3-11 REACTIONS. (size)13=0-3-8, 10=0-3-8 Max Horz 13=239(LC 11) Max Grav 13=1018(LC 20), 10=1018(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-432/85, 3-5=-827/116, 5-7=-827/116, 7-8=-425/87, 2-13=-429/86, 8-10=-424/87 BOT CHORD 11-13=-56/727, 10-11=0/629 WEBS 5-11=-47/696, 3-13=-638/16, 7-10=-644/14 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 10-10-0, Exterior(2R) 10-10-0 to 13-10-0, Interior(1) 13-10-0 to 22-6-8 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) All plates are MT20 plates unless otherwise indicated. 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) 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 3,2020 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 B20000636 Truss T02 Truss Type Common Qty 2 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457740 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-INzRXtMNRabdtWknJdcO4gWobOJpTKMmpBzN?azeyEy Scale = 1:79.5 1 2 3 4 5 6 7 8 9 14 13 12 11 101516171819 3x4 4x6 3x4 3x4 3x6 4x6 3x6 4x6 3x6 4x8 4x8 3x6 7-10-3 7-10-3 15-4-13 7-6-11 23-3-0 7-10-3 -0-10-8 0-10-8 5-6-0 5-6-0 11-7-8 6-1-8 17-9-0 6-1-8 23-3-0 5-6-0 24-1-8 0-10-8 1-3-612-10-141-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.66 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.02 0.02 (loc) 13-14 13-14 10 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 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* 5-11,5-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=253(LC 11) Max Grav 14=1115(LC 20), 10=1115(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/143, 3-5=-1039/158, 5-7=-1040/158, 7-8=-394/143, 2-14=-413/130, 8-10=-413/130 BOT CHORD 13-14=-46/840, 11-13=0/582, 10-11=0/739 WEBS 5-11=-133/600, 5-13=-133/598, 3-14=-872/0, 7-10=-872/0 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 Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-7-8, Exterior(2R) 11-7-8 to 14-7-8, Interior(1) 14-7-8 to 24-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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 3,2020 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 B20000636 Truss T03 Truss Type Roof Special Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457741 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Fm5CyZOdzBrL7quAR2fsA5b3VBvWxAy3HVST4TzeyEw Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 4x8 8x8 4x10 3x4 5x6 3x4 5x10 MT18HS 3x4 3x6 2x4 3x8 4x6 8x8 12x12 4x6 5x12 3x6 9-9-10 9-9-10 15-0-0 5-2-6 22-0-8 7-0-8 27-5-4 5-4-12 33-1-8 5-8-4 -0-10-8 0-10-8 5-0-9 5-0-9 9-9-10 4-9-1 12-2-6 2-4-13 15-0-0 2-9-10 22-0-8 7-0-8 27-5-4 5-4-12 33-1-8 5-8-4 1-5-69-5-47-1-411-7-69-1-42-0-011-5-410.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-4], [5:0-5-7,Edge], [6:0-5-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.96 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.56 0.10 0.08 (loc) 17-18 17-18 11 14-15 l/defl >999 >699 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 200 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-17,6-15,12-14,2-18,3-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 4-5, 6-10. 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 10-11, 5-17, 6-15, 9-12, 3-18 REACTIONS. (size)11=Mechanical, 18=0-3-8 Max Horz 18=194(LC 12) Max Uplift 11=-45(LC 13) Max Grav 11=1488(LC 2), 18=1523(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-406/76, 3-4=-1542/43, 4-5=-1118/56, 5-6=-2309/84, 6-7=-1771/21, 7-9=-1648/42, 9-10=-794/21, 10-11=-1373/71, 2-18=-406/81 BOT CHORD 17-18=-111/1168, 15-17=-1/1231, 14-15=-44/1674, 7-14=-504/88 WEBS 4-17=-3/741, 5-17=-477/54, 5-15=-81/1816, 6-15=-1665/126, 12-14=-13/862, 9-14=-34/1373, 9-12=-1348/116, 10-12=-38/1476, 3-18=-1345/0 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 Exterior(2E) -0-10-8 to 2-5-4, Interior(1) 2-5-4 to 9-9-10, Exterior(2E) 9-9-10 to 15-0-0, Interior(1) 15-0-0 to 32-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Load case(s) 2, 18, 19, 20, 21, 22, 27, 28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Continued on page 2 March 3,2020 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 B20000636 Truss T03 Truss Type Roof Special Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457741 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Fm5CyZOdzBrL7quAR2fsA5b3VBvWxAy3HVST4TzeyEw LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-50, 5-6=-50, 6-10=-50, 18-19=-35, 19-20=-50, 20-21=-35, 21-22=-50, 22-23=-35, 14-23=-50, 13-24=-35, 11-24=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=10, 4-5=10, 5-6=10, 6-10=10, 14-18=-12, 11-13=-12 Horz: 1-2=-36, 2-4=-22, 5-6=22, 2-18=12 Drag: 6-7=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 4-5=10, 5-6=10, 6-10=10, 14-18=-12, 11-13=-12 Horz: 1-2=-18, 2-4=-22, 5-6=22, 2-18=-23 Drag: 6-7=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-5=-35, 5-6=-35, 6-10=-35, 14-18=-20, 11-13=-20 Horz: 1-2=-11, 2-4=15, 5-6=-15, 2-18=-14 Drag: 6-7=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-35, 4-5=-35, 5-6=-35, 6-10=-35, 14-18=-20, 11-13=-20 Horz: 1-2=11, 2-4=15, 5-6=-15, 2-18=20 Drag: 6-7=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-5=16, 5-6=4, 6-10=4, 14-18=-12, 11-13=-12 Horz: 1-2=-7, 2-4=2, 5-6=16, 2-18=11 Drag: 6-7=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=16, 5-6=-14, 6-10=16, 14-18=-12, 11-13=-12 Horz: 1-2=-12, 2-4=-16, 5-6=-2, 2-18=-15 Drag: 6-7=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 5-6=-12, 6-10=-12, 14-18=-20, 11-13=-20 Horz: 1-2=6, 2-4=10, 5-6=8, 2-18=20 Drag: 6-7=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 5-6=-30, 14-18=-20, 11-13=-20 Horz: 1-2=-12, 2-4=-8, 5-6=-10, 2-18=-7 Drag: 6-7=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=4, 5-6=4, 6-10=4, 14-18=-12, 11-13=-12 Horz: 1-2=-24, 2-4=-28, 5-6=16, 2-18=10 Drag: 6-7=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 5-6=16, 6-10=16, 14-18=-12, 11-13=-12 Horz: 1-2=-12, 2-4=-16, 5-6=28, 2-18=-14 Drag: 6-7=0 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 4-5=0, 5-6=0, 6-10=0, 14-18=-12, 11-13=-12 Horz: 1-2=-16, 2-4=-20, 5-6=12, 2-18=5 Drag: 6-7=0 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=0, 4-5=0, 5-6=8, 6-10=8, 14-18=-12, 11-13=-12 Horz: 1-2=-8, 2-4=-12, 5-6=20, 2-18=-11 Drag: 6-7=0 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 4-5=-12, 5-6=-12, 6-10=-12, 14-18=-20, 11-13=-20 Horz: 1-2=-24, 2-4=-20, 5-6=8, 2-18=18 Drag: 6-7=0 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-5=-12, 14-18=-20, 11-13=-20 Horz: 1-2=-12, 2-4=-8, 5-6=20, 2-18=-6 Drag: 6-7=0 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 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 B20000636 Truss T03 Truss Type Roof Special Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457741 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:51 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Fm5CyZOdzBrL7quAR2fsA5b3VBvWxAy3HVST4TzeyEw LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-20, 5-6=-20, 6-10=-20, 18-19=-40, 19-20=-60, 20-21=-40, 21-22=-60, 22-23=-40, 14-23=-60, 13-24=-40, 11-24=-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: 1-2=-55, 2-4=-58, 4-5=-35, 5-6=-44, 6-10=-44, 18-19=-35, 19-20=-50, 20-21=-35, 21-22=-50, 22-23=-35, 14-23=-50, 13-24=-35, 11-24=-50 Horz: 1-2=5, 2-4=8, 5-6=6, 2-18=15 Drag: 6-7=0 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: 1-2=-41, 2-4=-44, 4-5=-35, 5-6=-58, 6-10=-35, 18-19=-35, 19-20=-50, 20-21=-35, 21-22=-50, 22-23=-35, 14-23=-50, 13-24=-35, 11-24=-50 Horz: 1-2=-9, 2-4=-6, 5-6=-8, 2-18=-5 Drag: 6-7=0 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: 1-2=-32, 2-4=-35, 4-5=-44, 5-6=-44, 6-10=-44, 18-19=-35, 19-20=-50, 20-21=-35, 21-22=-50, 22-23=-35, 14-23=-50, 13-24=-35, 11-24=-50 Horz: 1-2=-18, 2-4=-15, 5-6=6, 2-18=13 Drag: 6-7=0 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: 1-2=-41, 2-4=-44, 4-5=-44, 5-6=-35, 6-10=-35, 18-19=-35, 19-20=-50, 20-21=-35, 21-22=-50, 22-23=-35, 14-23=-50, 13-24=-35, 11-24=-50 Horz: 1-2=-9, 2-4=-6, 5-6=15, 2-18=-4 Drag: 6-7=0 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 5-6=-28, 6-10=-28, 14-18=-12, 11-13=-12 Horz: 1-2=-16, 2-4=16, 5-6=-16, 2-18=-16 Drag: 6-7=-0 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 5-6=4, 6-10=4, 14-18=-12, 11-13=-12 Horz: 1-2=-16, 2-4=-16, 5-6=16, 2-18=16 Drag: 6-7=0 27) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-50, 5-6=-20, 6-10=-20, 18-19=-35, 19-20=-50, 20-21=-35, 21-22=-50, 22-23=-35, 14-23=-50, 13-24=-35, 11-24=-50 28) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-50, 5-6=-50, 6-10=-50, 18-19=-35, 19-20=-50, 20-21=-35, 21-22=-50, 22-23=-35, 14-23=-50, 13-24=-35, 11-24=-50 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 B20000636 Truss T04 Truss Type Roof Special Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457742 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-jyfa9vOFkVzCk_TM?lA5iJ7EzbHbgdVCV9B1cvzeyEv Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 4x8 4x10 4x8 3x4 5x6 3x4 3x16 MT18HS 2x4 2x4 4x8 4x8 3x8 3x4 8x16 4x6 6x8 3x6 4x8 8-3-0 8-3-0 11-4-13 3-1-13 22-0-8 10-7-11 27-5-4 5-4-12 33-1-8 5-8-4 -0-10-8 0-10-8 4-3-4 4-3-4 8-3-0 3-11-12 10-3-0 2-0-0 11-4-13 1-1-13 16-8-10 5-3-14 22-0-8 5-3-14 27-5-4 5-4-12 33-1-8 5-8-4 1-5-68-1-129-1-411-3-611-1-42-0-010.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-2-0], [4:0-4-0,0-1-4], [5:0-5-0,0-1-14], [6:0-4-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.84 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.54 -0.90 0.07 0.05 (loc) 15-16 15-16 12 15-16 l/defl >727 >440 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 214 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,4-18,5-18,5-16,13-15,2-19,3-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-3 max.): 4-5, 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 8-15 WEBS 1 Row at midpt 11-12, 5-18, 7-16, 7-15, 10-13, 3-19 REACTIONS. (size)12=Mechanical, 19=0-3-8 Max Horz 19=222(LC 12) Max Uplift 12=-63(LC 9) Max Grav 12=1489(LC 2), 19=1494(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/66, 3-4=-1537/18, 4-5=-1129/36, 5-6=-1649/32, 6-7=-1272/36, 7-8=-1248/46, 8-10=-1237/48, 10-11=-649/27, 11-12=-1373/89, 2-19=-340/70 BOT CHORD 18-19=-152/1084, 16-18=-37/1327, 15-16=-70/1351, 8-15=-306/81 WEBS 4-18=0/746, 5-18=-750/30, 5-16=-366/128, 6-16=0/873, 7-16=-288/114, 13-15=-3/772, 10-15=-41/1148, 10-13=-1285/132, 11-13=-58/1409, 3-19=-1395/0 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 Exterior(2E) -0-10-8 to 2-5-4, Interior(1) 2-5-4 to 8-3-0, Exterior(2E) 8-3-0 to 10-3-0, Interior(1) 10-3-0 to 11-4-13, Exterior(2R) 11-4-13 to 14-8-9, Interior(1) 14-8-9 to 32-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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. 10) Load case(s) 2, 18, 19, 20, 21, 22, 27, 28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 March 3,2020 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 B20000636 Truss T04 Truss Type Roof Special Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457742 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:52 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-jyfa9vOFkVzCk_TM?lA5iJ7EzbHbgdVCV9B1cvzeyEv 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: 1-2=-50, 2-4=-50, 4-5=-50, 5-6=-50, 6-11=-50, 19-20=-35, 20-21=-50, 15-21=-35, 14-22=-35, 12-22=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=10, 4-5=10, 5-6=10, 6-11=10, 15-19=-12, 12-14=-12 Horz: 1-2=-36, 2-4=-22, 4-5=22, 5-6=-22, 2-19=12 Drag: 6-7=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 4-5=10, 5-6=10, 6-11=10, 15-19=-12, 12-14=-12 Horz: 1-2=-18, 2-4=-22, 4-5=22, 5-6=-22, 2-19=-23 Drag: 6-7=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-5=-35, 5-6=-35, 6-11=-35, 15-19=-20, 12-14=-20 Horz: 1-2=-11, 2-4=15, 4-5=-15, 5-6=15, 2-19=-14 Drag: 6-7=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-35, 4-5=-35, 5-6=-35, 6-11=-35, 15-19=-20, 12-14=-20 Horz: 1-2=11, 2-4=15, 4-5=-15, 5-6=15, 2-19=20 Drag: 6-7=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-5=16, 5-6=-14, 6-11=16, 15-19=-12, 12-14=-12 Horz: 1-2=-7, 2-4=2, 4-5=28, 5-6=2, 2-19=11 Drag: 6-7=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 5-6=4, 6-11=16, 15-19=-12, 12-14=-12 Horz: 1-2=-12, 2-4=-16, 4-5=16, 5-6=-16, 2-19=-15 Drag: 6-7=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 5-6=-30, 15-19=-20, 12-14=-20 Horz: 1-2=6, 2-4=10, 4-5=20, 5-6=10, 2-19=20 Drag: 6-7=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-5=-12, 5-6=-12, 15-19=-20, 12-14=-20 Horz: 1-2=-12, 2-4=-8, 4-5=8, 5-6=-8, 2-19=-7 Drag: 6-7=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-5=16, 5-6=16, 6-11=4, 15-19=-12, 12-14=-12 Horz: 1-2=-24, 2-4=-28, 4-5=28, 5-6=-28, 2-19=10 Drag: 6-7=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-5=4, 5-6=4, 6-11=4, 15-19=-12, 12-14=-12 Horz: 1-2=-12, 2-4=-16, 4-5=16, 5-6=-16, 2-19=-14 Drag: 6-7=0 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 4-5=8, 5-6=8, 6-11=0, 15-19=-12, 12-14=-12 Horz: 1-2=-16, 2-4=-20, 4-5=20, 5-6=-20, 2-19=5 Drag: 6-7=0 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=0, 4-5=0, 5-6=0, 6-11=0, 15-19=-12, 12-14=-12 Horz: 1-2=-8, 2-4=-12, 4-5=12, 5-6=-12, 2-19=-11 Drag: 6-7=0 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 6-11=-12, 15-19=-20, 12-14=-20 Horz: 1-2=-24, 2-4=-20, 4-5=20, 5-6=-20, 2-19=18 Drag: 6-7=0 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-5=-12, 5-6=-12, 6-11=-12, 15-19=-20, 12-14=-20 Horz: 1-2=-12, 2-4=-8, 4-5=8, 5-6=-8, 2-19=-6 Drag: 6-7=0 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-20, 5-6=-20, 6-11=-20, 19-20=-40, 20-21=-60, 15-21=-40, 14-22=-40, 12-22=-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 B20000636 Truss T04 Truss Type Roof Special Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457742 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:52 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-jyfa9vOFkVzCk_TM?lA5iJ7EzbHbgdVCV9B1cvzeyEv LOAD CASE(S) Standard Except: 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: 1-2=-55, 2-4=-58, 4-5=-35, 5-6=-58, 6-11=-35, 19-20=-35, 20-21=-50, 15-21=-35, 14-22=-35, 12-22=-50 Horz: 1-2=5, 2-4=8, 4-5=15, 5-6=8, 2-19=15 Drag: 6-7=0 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: 1-2=-41, 2-4=-44, 4-5=-44, 5-6=-44, 6-11=-35, 19-20=-35, 20-21=-50, 15-21=-35, 14-22=-35, 12-22=-50 Horz: 1-2=-9, 2-4=-6, 4-5=6, 5-6=-6, 2-19=-5 Drag: 6-7=0 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: 1-2=-32, 2-4=-35, 4-5=-35, 5-6=-35, 6-11=-44, 19-20=-35, 20-21=-50, 15-21=-35, 14-22=-35, 12-22=-50 Horz: 1-2=-18, 2-4=-15, 4-5=15, 5-6=-15, 2-19=13 Drag: 6-7=0 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: 1-2=-41, 2-4=-44, 4-5=-44, 5-6=-44, 6-11=-44, 19-20=-35, 20-21=-50, 15-21=-35, 14-22=-35, 12-22=-50 Horz: 1-2=-9, 2-4=-6, 4-5=6, 5-6=-6, 2-19=-4 Drag: 6-7=0 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 5-6=-28, 6-11=-28, 15-19=-12, 12-14=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16, 5-6=16, 2-19=-16 Drag: 6-7=-0 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 5-6=4, 6-11=4, 15-19=-12, 12-14=-12 Horz: 1-2=-16, 2-4=-16, 4-5=16, 5-6=-16, 2-19=16 Drag: 6-7=0 27) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-50, 5-6=-50, 6-11=-50, 19-20=-35, 20-21=-50, 15-21=-35, 14-22=-35, 12-22=-50 28) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-20, 5-6=-20, 6-11=-50, 19-20=-35, 20-21=-50, 15-21=-35, 14-22=-35, 12-22=-50 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 B20000636 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457743 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-fLmKabQVG6Ew_Hdl6ACZnkDaDP?A8VYVzTg8gozeyEt Scale = 1:70.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 6x6 4x8 4x6 3x8 4x8 4x6 3x4 2x4 3x4 2x4 5x8 3x8 3x4 8x16 6x8 5x8 4x6 5-10-3 5-10-3 11-11-9 6-1-6 22-0-8 10-0-15 29-11-2 7-10-10 33-1-8 3-2-6 -0-10-8 0-10-8 5-10-3 5-10-3 7-10-3 2-0-0 11-11-9 4-1-6 17-1-12 5-2-4 22-0-8 4-10-12 29-11-2 7-10-10 33-1-8 3-2-6 1-5-66-1-129-9-011-9-09-1-12-0-011-9-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-7,Edge], [4:0-4-0,0-1-14], [5:0-4-4,0-2-0], [9:0-6-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.71 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.69 0.06 0.04 (loc) 14-15 14-15 11 14-15 l/defl >932 >570 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,4-17,4-15,12-14,2-18,2-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 7-14 WEBS 1 Row at midpt 6-15, 6-14, 9-12, 10-11 REACTIONS. (size)18=0-3-8, 11=Mechanical Max Horz 18=198(LC 12) Max Grav 18=1489(LC 2), 11=1439(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1611/0, 3-4=-1187/29, 4-5=-1630/31, 5-6=-1218/50, 6-7=-1162/41, 7-9=-1161/44, 9-10=-532/28, 2-18=-1381/10, 10-11=-1431/0 BOT CHORD 17-18=-247/266, 15-17=-67/1441, 14-15=-58/1251, 7-14=-434/118 WEBS 3-17=0/752, 4-17=-850/0, 4-15=-428/118, 5-15=0/782, 12-14=0/425, 9-14=-67/1244, 9-12=-922/95, 2-17=0/1035, 10-12=-10/1129 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 2-5-4, Interior(1) 2-5-4 to 5-10-3, Exterior(2E) 5-10-3 to 7-10-3, Interior(1) 7-10-3 to 11-11-9, Exterior(2R) 11-11-9 to 15-3-5, Interior(1) 15-3-5 to 29-11-2, Exterior(2E) 29-11-2 to 32-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 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 3,2020 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 B20000636 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457744 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-7XKjnxR81QMnbRCxgujoKxlkNoJ0tyEfC7QhDEzeyEs Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 5x8 4x10 5x10 MT18HS 3x4 4x6 3x4 3x4 3x6 4x6 2x4 3x8 5x6 3x8 5x12 6x10 4x6 4x6 4x6 3-5-6 3-5-6 5-5-6 2-0-0 11-11-9 6-6-2 19-9-8 7-9-15 29-11-2 10-1-10 33-1-8 3-2-6 -0-10-8 0-10-8 3-5-6 3-5-6 5-5-6 2-0-0 11-11-9 6-6-2 19-9-8 7-9-15 24-10-5 5-0-13 29-11-2 5-0-13 33-1-8 3-2-6 1-5-64-1-129-9-011-9-09-1-12-0-011-9-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-0,0-1-4], [4:0-5-0,0-1-14], [5:0-6-4,0-1-4], [9:0-4-4,0-2-0], [12:0-6-0,0-2-4], [14:0-7-8,0-4-0], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.86 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.54 0.07 0.04 (loc) 12-13 12-13 11 6 l/defl >999 >732 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 211 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,4-17,4-15,2-19,2-18: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. 1 Row at midpt 6-14 WEBS 1 Row at midpt 6-15, 8-12, 10-11 REACTIONS. (size)19=0-3-8, 11=Mechanical Max Horz 19=198(LC 12) Max Grav 19=1480(LC 2), 11=1431(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1446/0, 3-4=-1613/0, 4-5=-1658/21, 5-6=-1201/56, 6-8=-1258/46, 8-9=-395/39, 9-10=-543/25, 2-19=-1421/0, 10-11=-1457/0 BOT CHORD 17-18=-124/1088, 15-17=-106/1649, 14-15=-52/1275, 6-14=-357/104 WEBS 3-18=-328/0, 3-17=0/1227, 4-17=-969/30, 4-15=-564/117, 5-15=0/646, 12-14=-49/807, 8-14=-23/909, 8-12=-1127/106, 2-18=0/1101, 10-12=0/1135 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 2-5-4, Interior(1) 2-5-4 to 3-5-6, Exterior(2E) 3-5-6 to 5-5-6, Interior(1) 5-5-6 to 11-11-9, Exterior(2R) 11-11-9 to 15-3-5, Interior(1) 15-3-5 to 29-11-2, Exterior(2E) 29-11-2 to 32-11-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 8% 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) 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 3,2020 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 B20000636 Truss T07 Truss Type Common Qty 4 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457745 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-bju5?HSmokUdDbm7EbE1t9I?fCiRcV5oQn9ElgzeyEr Scale = 1:79.5 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 3x6 4x6 3x6 3x4 3x6 4x6 3x6 4x6 3x6 4x8 4x8 3x6 7-10-3 7-10-3 15-4-13 7-6-11 23-3-0 7-10-3 -0-10-8 0-10-8 5-6-0 5-6-0 11-7-8 6-1-8 17-9-0 6-1-8 23-3-0 5-6-0 1-3-612-10-141-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.66 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.02 0.02 (loc) 12-13 12-13 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 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* 5-10,5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=247(LC 9) Max Grav 13=1116(LC 20), 9=1072(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/143, 3-5=-1041/158, 5-7=-1045/158, 7-8=-353/104, 2-13=-413/130, 8-9=-322/88 BOT CHORD 12-13=-58/832, 10-12=0/574, 9-10=0/735 WEBS 5-10=-133/607, 5-12=-133/598, 3-13=-873/0, 7-9=-898/0 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 Exterior(2E) -0-10-8 to 2-1-8, Interior(1) 2-1-8 to 11-7-8, Exterior(2R) 11-7-8 to 14-7-8, Interior(1) 14-7-8 to 23-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 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 3,2020 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 B20000636 Truss T08 Truss Type Half Hip Qty 2 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457746 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-4vSTCdSOZ1cUrlLKnImGPMrEycBEL0jyfRvoH7zeyEq Scale = 1:35.7 1 2 3 4 7 6 5 5x6 2x4 2x4 3x4 4x6 3x4 4-4-0 4-4-0 6-0-0 1-8-0 -0-10-8 0-10-8 4-4-0 4-4-0 6-0-0 1-8-0 1-7-65-9-75-11-65-5-150-3-85-9-712.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.11 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=126(LC 12) Max Uplift 5=-67(LC 12) Max Grav 7=295(LC 1), 5=223(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-255/12 BOT CHORD 6-7=-273/186 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 4-4-0, Exterior(2E) 4-4-0 to 5-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 5 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 at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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 3,2020 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 B20000636 Truss T09 Truss Type Common Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457747 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Y60rQyT0KLkLSvwWL0HWyaNLx0JA4Ho5u5eLpZzeyEp Scale = 1:75.9 1 2 3 4 5 6 10 9 8 711121314 3x4 5x6 3x4 3x4 3x6 4x6 3x6 3x8 3x8 7-10-3 7-10-3 16-10-0 8-11-13 -0-10-8 0-10-8 5-6-0 5-6-0 11-7-8 6-1-8 16-10-0 5-2-8 1-3-612-10-147-8-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.90 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.48 0.01 0.01 (loc) 7-9 7-9 7 9 l/defl >623 >411 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 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* 5-9,5-7: 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 5-7 REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=256(LC 12) Max Uplift 7=-66(LC 12) Max Grav 10=815(LC 20), 7=837(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-328/148, 3-5=-688/116, 2-10=-364/133 BOT CHORD 9-10=-147/550 WEBS 3-9=-277/244, 5-9=-116/719, 3-10=-571/0, 5-7=-615/77 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 11-7-8, Exterior(2R) 11-7-8 to 14-7-8, Interior(1) 14-7-8 to 16-8-4 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 3,2020 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 B20000636 Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457748 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-0IaDdIUe5fsC43VivjolUnwPjQhkpoiE6lOvM?zeyEo Scale = 1:70.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 4x8 3x4 4x6 4x6 5x10 MT18HS 3x4 2x4 4x6 2x4 3x6 4x6 5x12 6x8 3x6 3x8 9-11-9 9-11-9 17-9-8 7-9-15 27-11-2 10-1-10 33-4-8 5-5-6 -0-10-8 0-10-8 5-6-0 5-6-0 9-11-9 4-5-9 17-9-8 7-9-15 22-10-5 5-0-13 27-11-2 5-0-13 33-4-8 5-5-6 1-5-69-9-011-9-07-2-92-0-011-9-010.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-12], [8:0-4-4,0-2-0], [9:0-3-0,0-1-8], [13:0-2-4,0-2-12], [16:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.81 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.55 0.06 0.04 (loc) 14-16 14-16 10 5 l/defl >999 >719 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 13-15: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-14,2-16,3-16,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-13 WEBS 1 Row at midpt 7-11, 3-16, 9-10 REACTIONS. (size)16=0-3-8, 10=Mechanical Max Horz 16=168(LC 12) Max Uplift 16=-21(LC 12) Max Grav 16=1540(LC 2), 10=1473(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/109, 3-4=-1557/97, 4-5=-1310/85, 5-7=-1299/84, 7-8=-612/89, 8-9=-871/54, 2-16=-441/108, 9-10=-1395/12 BOT CHORD 14-16=-137/1149, 13-14=-44/1148, 5-13=-445/123 WEBS 4-14=0/524, 4-13=-118/364, 11-13=-54/916, 7-13=-53/715, 7-11=-937/119, 8-11=0/297, 3-16=-1335/0, 9-11=0/971 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 2-5-9, Interior(1) 2-5-9 to 9-11-9, Exterior(2R) 9-11-9 to 13-3-10, Interior(1) 13-3-10 to 27-11-2, Exterior(2R) 27-11-2 to 31-3-3, Interior(1) 31-3-3 to 33-2-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 16. 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) Load case(s) 2, 18, 19, 20, 21, 22, 27, 28, 43, 44, 45, 46 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 March 3,2020 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 B20000636 Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457748 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-0IaDdIUe5fsC43VivjolUnwPjQhkpoiE6lOvM?zeyEo 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: 1-2=-50, 2-4=-50, 4-8=-50, 8-9=-50, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=10, 4-8=10, 8-9=10, 13-16=-12, 10-12=-12 Horz: 1-2=-36, 2-4=-22, 8-9=22, 2-16=12 Drag: 4-5=-0, 7-8=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 4-8=10, 8-9=10, 13-16=-12, 10-12=-12 Horz: 1-2=-18, 2-4=-22, 8-9=22, 2-16=-23 Drag: 4-5=-0, 7-8=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-8=-35, 8-9=-35, 13-16=-20, 10-12=-20 Horz: 1-2=-11, 2-4=15, 8-9=-15, 2-16=-14 Drag: 4-5=0, 7-8=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-35, 4-8=-35, 8-9=-35, 13-16=-20, 10-12=-20 Horz: 1-2=11, 2-4=15, 8-9=-15, 2-16=20 Drag: 4-5=0, 7-8=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-8=16, 8-9=4, 13-16=-12, 10-12=-12 Horz: 1-2=-7, 2-4=2, 8-9=16, 2-16=11 Drag: 4-5=-0, 7-8=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-8=16, 8-9=-14, 13-16=-12, 10-12=-12 Horz: 1-2=-12, 2-4=-16, 8-9=-2, 2-16=-15 Drag: 4-5=-0, 7-8=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 8-9=-12, 13-16=-20, 10-12=-20 Horz: 1-2=6, 2-4=10, 8-9=8, 2-16=20 Drag: 4-5=-0, 7-8=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 8-9=-30, 13-16=-20, 10-12=-20 Horz: 1-2=-12, 2-4=-8, 8-9=-10, 2-16=-7 Drag: 4-5=-0, 7-8=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-17=16, 8-17=4, 8-9=4, 13-16=-12, 10-12=-12 Horz: 1-2=-24, 2-4=-28, 8-9=16, 2-16=10 Drag: 4-5=-0, 7-8=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-17=4, 8-17=16, 8-9=16, 13-16=-12, 10-12=-12 Horz: 1-2=-12, 2-4=-16, 8-9=28, 2-16=-14 Drag: 4-5=-0, 7-8=0 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 4-17=8, 8-17=0, 8-9=0, 13-16=-12, 10-12=-12 Horz: 1-2=-16, 2-4=-20, 8-9=12, 2-16=5 Drag: 4-5=-0, 7-8=0 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=0, 4-17=0, 8-17=8, 8-9=8, 13-16=-12, 10-12=-12 Horz: 1-2=-8, 2-4=-12, 8-9=20, 2-16=-11 Drag: 4-5=-0, 7-8=0 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 8-17=-12, 8-9=-12, 13-16=-20, 10-12=-20 Horz: 1-2=-24, 2-4=-20, 8-9=8, 2-16=18 Drag: 4-5=-0, 7-8=0 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-17=-12, 13-16=-20, 10-12=-20 Horz: 1-2=-12, 2-4=-8, 8-9=20, 2-16=-6 Drag: 4-5=-0, 7-8=0 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-8=-20, 8-9=-20, 16-18=-40, 18-19=-60, 14-19=-40, 14-20=-60, 13-20=-40, 12-21=-40, 10-21=-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 B20000636 Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457748 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:59 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-0IaDdIUe5fsC43VivjolUnwPjQhkpoiE6lOvM?zeyEo LOAD CASE(S) Standard Except: 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: 1-2=-55, 2-4=-58, 4-8=-35, 8-9=-44, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=5, 2-4=8, 8-9=6, 2-16=15 Drag: 4-5=-0, 7-8=0 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: 1-2=-41, 2-4=-44, 4-8=-35, 8-9=-58, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=-9, 2-4=-6, 8-9=-8, 2-16=-5 Drag: 4-5=-0, 7-8=0 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: 1-2=-32, 2-4=-35, 4-17=-35, 8-17=-44, 8-9=-44, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=-18, 2-4=-15, 8-9=6, 2-16=13 Drag: 4-5=-0, 7-8=0 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: 1-2=-41, 2-4=-44, 4-17=-44, 8-17=-35, 8-9=-35, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=-9, 2-4=-6, 8-9=15, 2-16=-4 Drag: 4-5=-0, 7-8=0 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-8=-28, 8-9=-28, 13-16=-12, 10-12=-12 Horz: 1-2=-16, 2-4=16, 8-9=-16, 2-16=-16 Drag: 4-5=0, 7-8=-0 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-8=4, 8-9=4, 13-16=-12, 10-12=-12 Horz: 1-2=-16, 2-4=-16, 8-9=16, 2-16=16 Drag: 4-5=-0, 7-8=0 27) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-8=-50, 8-9=-20, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 28) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-8=-50, 8-9=-50, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 29) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=10, 4-8=10, 8-9=10, 13-16=-12, 10-12=-12 Horz: 1-2=-36, 2-4=-22, 8-9=22, 2-16=12 Drag: 4-5=-0, 7-8=0 30) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 4-8=10, 8-9=10, 13-16=-12, 10-12=-12 Horz: 1-2=-18, 2-4=-22, 8-9=22, 2-16=-23 Drag: 4-5=-0, 7-8=0 31) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-8=-35, 8-9=-35, 13-16=-20, 10-12=-20 Horz: 1-2=-11, 2-4=15, 8-9=-15, 2-16=-14 Drag: 4-5=0, 7-8=-0 32) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-35, 4-8=-35, 8-9=-35, 13-16=-20, 10-12=-20 Horz: 1-2=11, 2-4=15, 8-9=-15, 2-16=20 Drag: 4-5=0, 7-8=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-8=16, 8-9=4, 13-16=-12, 10-12=-12 Horz: 1-2=-7, 2-4=2, 8-9=16, 2-16=11 Drag: 4-5=-0, 7-8=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-8=16, 8-9=-14, 13-16=-12, 10-12=-12 Horz: 1-2=-12, 2-4=-16, 8-9=-2, 2-16=-15 Drag: 4-5=-0, 7-8=0 35) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 8-9=-12, 13-16=-20, 10-12=-20 Horz: 1-2=6, 2-4=10, 8-9=8, 2-16=20 Drag: 4-5=-0, 7-8=0 36) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 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 B20000636 Truss T10 Truss Type Piggyback Base Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457748 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:08:59 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-0IaDdIUe5fsC43VivjolUnwPjQhkpoiE6lOvM?zeyEo LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 8-9=-30, 13-16=-20, 10-12=-20 Horz: 1-2=-12, 2-4=-8, 8-9=-10, 2-16=-7 Drag: 4-5=-0, 7-8=0 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-17=16, 8-17=4, 8-9=4, 13-16=-12, 10-12=-12 Horz: 1-2=-24, 2-4=-28, 8-9=16, 2-16=10 Drag: 4-5=-0, 7-8=0 38) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-17=4, 8-17=16, 8-9=16, 13-16=-12, 10-12=-12 Horz: 1-2=-12, 2-4=-16, 8-9=28, 2-16=-14 Drag: 4-5=-0, 7-8=0 39) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 4-17=8, 8-17=0, 8-9=0, 13-16=-12, 10-12=-12 Horz: 1-2=-16, 2-4=-20, 8-9=12, 2-16=5 Drag: 4-5=-0, 7-8=0 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=0, 4-17=0, 8-17=8, 8-9=8, 13-16=-12, 10-12=-12 Horz: 1-2=-8, 2-4=-12, 8-9=20, 2-16=-11 Drag: 4-5=-0, 7-8=0 41) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 8-17=-12, 8-9=-12, 13-16=-20, 10-12=-20 Horz: 1-2=-24, 2-4=-20, 8-9=8, 2-16=18 Drag: 4-5=-0, 7-8=0 42) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-17=-12, 13-16=-20, 10-12=-20 Horz: 1-2=-12, 2-4=-8, 8-9=20, 2-16=-6 Drag: 4-5=-0, 7-8=0 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 4-8=-35, 8-9=-44, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=5, 2-4=8, 8-9=6, 2-16=15 Drag: 4-5=-0, 7-8=0 44) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-8=-35, 8-9=-58, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=-9, 2-4=-6, 8-9=-8, 2-16=-5 Drag: 4-5=-0, 7-8=0 45) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-35, 4-17=-35, 8-17=-44, 8-9=-44, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=-18, 2-4=-15, 8-9=6, 2-16=13 Drag: 4-5=-0, 7-8=0 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-17=-44, 8-17=-35, 8-9=-35, 16-18=-35, 18-19=-50, 14-19=-35, 14-20=-50, 13-20=-35, 12-21=-35, 10-21=-50 Horz: 1-2=-9, 2-4=-6, 8-9=15, 2-16=-4 Drag: 4-5=-0, 7-8=0 47) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-8=-28, 8-9=-28, 13-16=-12, 10-12=-12 Horz: 1-2=-16, 2-4=16, 8-9=-16, 2-16=-16 Drag: 4-5=0, 7-8=-0 48) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-8=4, 8-9=4, 13-16=-12, 10-12=-12 Horz: 1-2=-16, 2-4=-16, 8-9=16, 2-16=16 Drag: 4-5=-0, 7-8=0 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 B20000636 Truss T11 Truss Type PIGGYBACK BASE Qty 8 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457749 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-yhi_2_VucG6wJMf508qDaC?msDOHHiNXa3t?QuzeyEm Scale = 1:70.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 4x8 3x4 4x6 4x6 5x10 MT18HS 3x4 2x4 4x6 3x4 3x6 4x6 5x12 6x8 3x6 3x8 2x4 9-11-9 9-11-9 17-9-8 7-9-15 27-11-2 10-1-10 33-11-0 5-11-14 -0-10-8 0-10-8 5-6-0 5-6-0 9-11-9 4-5-9 17-9-8 7-9-15 22-10-5 5-0-13 27-11-2 5-0-13 33-11-0 5-11-14 1-5-69-9-011-9-06-9-22-0-011-9-010.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-1-12], [8:0-4-4,0-2-0], [9:0-2-12,0-1-8], [14:0-2-8,0-2-12], [17:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.74 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.55 0.06 0.04 (loc) 15-17 15-17 10 5 l/defl >999 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-15,2-17,3-17,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-14 WEBS 1 Row at midpt 7-11, 3-17, 9-10 REACTIONS. (size)17=0-3-8, 10=0-3-8 Max Horz 17=169(LC 9) Max Uplift 17=-21(LC 12) Max Grav 17=1564(LC 2), 10=1497(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-444/109, 3-4=-1589/97, 4-5=-1355/85, 5-7=-1343/84, 7-8=-670/96, 8-9=-955/57, 2-17=-442/108, 9-10=-1403/17 BOT CHORD 15-17=-130/1171, 14-15=-43/1173, 5-14=-446/123 WEBS 4-15=0/521, 4-14=-118/391, 11-14=-52/968, 7-14=-51/701, 7-11=-922/121, 8-11=0/334, 3-17=-1366/0, 9-11=0/965 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 2-6-3, Interior(1) 2-6-3 to 9-11-9, Exterior(2R) 9-11-9 to 13-4-4, Interior(1) 13-4-4 to 27-11-2, Exterior(2R) 27-11-2 to 31-3-14, Interior(1) 31-3-14 to 33-9-4 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) 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) 17. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 18, 19, 20, 21, 22, 27, 28, 43, 44, 45, 46 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Continued on page 2 March 3,2020 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 B20000636 Truss T11 Truss Type PIGGYBACK BASE Qty 8 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457749 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:01 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-yhi_2_VucG6wJMf508qDaC?msDOHHiNXa3t?QuzeyEm LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-8=-50, 8-9=-50, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=10, 4-8=10, 8-9=10, 14-17=-12, 10-13=-12 Horz: 1-2=-36, 2-4=-22, 8-9=22, 2-17=12 Drag: 4-5=-0, 7-8=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 4-8=10, 8-9=10, 14-17=-12, 10-13=-12 Horz: 1-2=-18, 2-4=-22, 8-9=22, 2-17=-22 Drag: 4-5=-0, 7-8=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-8=-35, 8-9=-35, 14-17=-20, 10-13=-20 Horz: 1-2=-11, 2-4=15, 8-9=-15, 2-17=-14 Drag: 4-5=0, 7-8=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-35, 4-8=-35, 8-9=-35, 14-17=-20, 10-13=-20 Horz: 1-2=11, 2-4=15, 8-9=-15, 2-17=20 Drag: 4-5=0, 7-8=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-8=16, 8-9=4, 14-17=-12, 10-13=-12 Horz: 1-2=-7, 2-4=2, 8-9=16, 2-17=11 Drag: 4-5=-0, 7-8=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-8=16, 8-9=-14, 14-17=-12, 10-13=-12 Horz: 1-2=-12, 2-4=-16, 8-9=-2, 2-17=-15 Drag: 4-5=-0, 7-8=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 8-9=-12, 14-17=-20, 10-13=-20 Horz: 1-2=6, 2-4=10, 8-9=8, 2-17=20 Drag: 4-5=-0, 7-8=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 8-9=-30, 14-17=-20, 10-13=-20 Horz: 1-2=-12, 2-4=-8, 8-9=-10, 2-17=-7 Drag: 4-5=-0, 7-8=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-18=16, 8-18=4, 8-9=4, 14-17=-12, 10-13=-12 Horz: 1-2=-24, 2-4=-28, 8-9=16, 2-17=10 Drag: 4-5=-0, 7-8=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-18=4, 8-18=16, 8-9=16, 14-17=-12, 10-13=-12 Horz: 1-2=-12, 2-4=-16, 8-9=28, 2-17=-14 Drag: 4-5=-0, 7-8=0 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 4-18=8, 8-18=0, 8-9=0, 14-17=-12, 10-13=-12 Horz: 1-2=-16, 2-4=-20, 8-9=12, 2-17=5 Drag: 4-5=-0, 7-8=0 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=0, 4-18=0, 8-18=8, 8-9=8, 14-17=-12, 10-13=-12 Horz: 1-2=-8, 2-4=-12, 8-9=20, 2-17=-11 Drag: 4-5=-0, 7-8=0 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 8-18=-12, 8-9=-12, 14-17=-20, 10-13=-20 Horz: 1-2=-24, 2-4=-20, 8-9=8, 2-17=18 Drag: 4-5=-0, 7-8=0 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-18=-12, 14-17=-20, 10-13=-20 Horz: 1-2=-12, 2-4=-8, 8-9=20, 2-17=-6 Drag: 4-5=-0, 7-8=0 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-8=-20, 8-9=-20, 17-19=-40, 19-20=-60, 15-20=-40, 15-21=-60, 14-21=-40, 13-22=-40, 10-22=-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 B20000636 Truss T11 Truss Type PIGGYBACK BASE Qty 8 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457749 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:01 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-yhi_2_VucG6wJMf508qDaC?msDOHHiNXa3t?QuzeyEm LOAD CASE(S) Standard Except: 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: 1-2=-55, 2-4=-58, 4-8=-35, 8-9=-44, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=5, 2-4=8, 8-9=6, 2-17=15 Drag: 4-5=-0, 7-8=0 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: 1-2=-41, 2-4=-44, 4-8=-35, 8-9=-58, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=-9, 2-4=-6, 8-9=-8, 2-17=-5 Drag: 4-5=-0, 7-8=0 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: 1-2=-32, 2-4=-35, 4-18=-35, 8-18=-44, 8-9=-44, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=-18, 2-4=-15, 8-9=6, 2-17=13 Drag: 4-5=-0, 7-8=0 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: 1-2=-41, 2-4=-44, 4-18=-44, 8-18=-35, 8-9=-35, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=-9, 2-4=-6, 8-9=15, 2-17=-4 Drag: 4-5=-0, 7-8=0 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-8=-28, 8-9=-28, 14-17=-12, 10-13=-12 Horz: 1-2=-16, 2-4=16, 8-9=-16, 2-17=-16 Drag: 4-5=0, 7-8=-0 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-8=4, 8-9=4, 14-17=-12, 10-13=-12 Horz: 1-2=-16, 2-4=-16, 8-9=16, 2-17=16 Drag: 4-5=-0, 7-8=0 27) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-8=-50, 8-9=-20, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 28) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-8=-50, 8-9=-50, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 29) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-4=10, 4-8=10, 8-9=10, 14-17=-12, 10-13=-12 Horz: 1-2=-36, 2-4=-22, 8-9=22, 2-17=12 Drag: 4-5=-0, 7-8=0 30) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 4-8=10, 8-9=10, 14-17=-12, 10-13=-12 Horz: 1-2=-18, 2-4=-22, 8-9=22, 2-17=-22 Drag: 4-5=-0, 7-8=0 31) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-35, 4-8=-35, 8-9=-35, 14-17=-20, 10-13=-20 Horz: 1-2=-11, 2-4=15, 8-9=-15, 2-17=-14 Drag: 4-5=0, 7-8=-0 32) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-35, 4-8=-35, 8-9=-35, 14-17=-20, 10-13=-20 Horz: 1-2=11, 2-4=15, 8-9=-15, 2-17=20 Drag: 4-5=0, 7-8=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-14, 4-8=16, 8-9=4, 14-17=-12, 10-13=-12 Horz: 1-2=-7, 2-4=2, 8-9=16, 2-17=11 Drag: 4-5=-0, 7-8=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-8=16, 8-9=-14, 14-17=-12, 10-13=-12 Horz: 1-2=-12, 2-4=-16, 8-9=-2, 2-17=-15 Drag: 4-5=-0, 7-8=0 35) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-4=-30, 8-9=-12, 14-17=-20, 10-13=-20 Horz: 1-2=6, 2-4=10, 8-9=8, 2-17=20 Drag: 4-5=-0, 7-8=0 36) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 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 B20000636 Truss T11 Truss Type PIGGYBACK BASE Qty 8 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457749 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:01 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-yhi_2_VucG6wJMf508qDaC?msDOHHiNXa3t?QuzeyEm LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 8-9=-30, 14-17=-20, 10-13=-20 Horz: 1-2=-12, 2-4=-8, 8-9=-10, 2-17=-7 Drag: 4-5=-0, 7-8=0 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-4=16, 4-18=16, 8-18=4, 8-9=4, 14-17=-12, 10-13=-12 Horz: 1-2=-24, 2-4=-28, 8-9=16, 2-17=10 Drag: 4-5=-0, 7-8=0 38) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=4, 4-18=4, 8-18=16, 8-9=16, 14-17=-12, 10-13=-12 Horz: 1-2=-12, 2-4=-16, 8-9=28, 2-17=-14 Drag: 4-5=-0, 7-8=0 39) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=8, 4-18=8, 8-18=0, 8-9=0, 14-17=-12, 10-13=-12 Horz: 1-2=-16, 2-4=-20, 8-9=12, 2-17=5 Drag: 4-5=-0, 7-8=0 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-4=0, 4-18=0, 8-18=8, 8-9=8, 14-17=-12, 10-13=-12 Horz: 1-2=-8, 2-4=-12, 8-9=20, 2-17=-11 Drag: 4-5=-0, 7-8=0 41) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 8-18=-12, 8-9=-12, 14-17=-20, 10-13=-20 Horz: 1-2=-24, 2-4=-20, 8-9=8, 2-17=18 Drag: 4-5=-0, 7-8=0 42) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-4=-12, 4-18=-12, 14-17=-20, 10-13=-20 Horz: 1-2=-12, 2-4=-8, 8-9=20, 2-17=-6 Drag: 4-5=-0, 7-8=0 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-4=-58, 4-8=-35, 8-9=-44, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=5, 2-4=8, 8-9=6, 2-17=15 Drag: 4-5=-0, 7-8=0 44) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-8=-35, 8-9=-58, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=-9, 2-4=-6, 8-9=-8, 2-17=-5 Drag: 4-5=-0, 7-8=0 45) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-4=-35, 4-18=-35, 8-18=-44, 8-9=-44, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=-18, 2-4=-15, 8-9=6, 2-17=13 Drag: 4-5=-0, 7-8=0 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-4=-44, 4-18=-44, 8-18=-35, 8-9=-35, 17-19=-35, 19-20=-50, 15-20=-35, 15-21=-50, 14-21=-35, 13-22=-35, 10-22=-50 Horz: 1-2=-9, 2-4=-6, 8-9=15, 2-17=-4 Drag: 4-5=-0, 7-8=0 47) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-8=-28, 8-9=-28, 14-17=-12, 10-13=-12 Horz: 1-2=-16, 2-4=16, 8-9=-16, 2-17=-16 Drag: 4-5=0, 7-8=-0 48) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-8=4, 8-9=4, 14-17=-12, 10-13=-12 Horz: 1-2=-16, 2-4=-16, 8-9=16, 2-17=16 Drag: 4-5=-0, 7-8=0 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 B20000636 Truss T12 Truss Type COMMON Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457750 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-QtFMFKWXNaEnxWEHasLS6QY4adpe0FdhpjcZyKzeyEl Scale = 1:54.0 1 2 3 4 5 8 7 6 2x4 4x6 2x4 3x8 4x6 4x6 3x6 3x6 7-4-8 7-4-8 14-9-0 7-4-8 3-0-0 3-0-0 7-4-8 4-4-8 11-9-0 4-4-8 14-9-0 3-0-0 1-3-68-7-141-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.42 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.01 (loc) 7-8 7-8 6 7 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)8=0-3-8, 6=0-3-8 Max Horz 8=158(LC 9) Max Grav 8=578(LC 1), 6=578(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/88, 3-4=-483/88 BOT CHORD 7-8=-60/394, 6-7=-20/344 WEBS 3-7=-44/347, 2-8=-491/50, 4-6=-491/50 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 2-10-11, Interior(1) 2-10-11 to 7-4-8, Exterior(2R) 7-4-8 to 10-4-8, Interior(1) 10-4-8 to 14-7-4 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) 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 3,2020 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 B20000636 Truss T13 Truss Type Common Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457751 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-u3pkTgX98tMeZgpT8Zthfd5DW16zle4q1NM6VmzeyEk Scale = 1:60.3 1 2 3 4 5 6 7 11 10 9 8 4x6 3x4 3x8 4x6 4x6 3x4 3x8 3x8 3x4 8-5-0 8-5-0 16-10-0 8-5-0 -0-10-8 0-10-8 4-0-0 4-0-0 8-5-0 4-5-0 12-10-0 4-5-0 16-10-0 4-0-0 17-8-8 0-10-8 1-3-69-8-61-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.60 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 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* 4-9: 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)11=0-3-8, 8=0-3-8 Max Horz 11=-195(LC 10) Max Grav 11=723(LC 1), 8=723(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-540/94, 4-5=-540/94, 2-11=-261/76, 6-8=-261/76 BOT CHORD 9-11=-46/454, 8-9=0/395 WEBS 4-9=-50/415, 3-11=-501/3, 5-8=-501/3 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 8-5-0, Exterior(2R) 8-5-0 to 11-5-0, Interior(1) 11-5-0 to 17-8-8 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) 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 3,2020 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 B20000636 Truss T14 Truss Type COMMON Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457752 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-MGN6g0YnvBUVAqOgiHOwBrdOnRS3U5CzG15f1DzeyEj Scale = 1:60.3 1 2 3 4 5 6 10 9 8 7 4x6 3x4 3x4 3x8 4x6 4x6 3x4 3x8 3x8 8-5-0 8-5-0 16-10-0 8-5-0 -0-10-8 0-10-8 4-0-0 4-0-0 8-5-0 4-5-0 12-10-0 4-5-0 16-10-0 4-0-0 1-3-69-8-61-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.55 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.01 0.01 (loc) 7-8 8-10 7 8 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 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)10=0-3-8, 7=0-3-8 Max Horz 10=189(LC 9) Max Grav 10=725(LC 1), 7=660(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-543/94, 4-5=-544/94, 2-10=-261/76 BOT CHORD 8-10=-53/446, 7-8=0/401 WEBS 4-8=-50/417, 3-10=-504/2, 5-7=-511/18 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 8-5-0, Exterior(2R) 8-5-0 to 11-5-0, Interior(1) 11-5-0 to 16-8-4 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 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 3,2020 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 B20000636 Truss T15 Truss Type Hip Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457753 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-rSxVuMZPgVcMo_zsF_v9k2AXgqstDdw7VhrDZfzeyEi Scale = 1:40.2 1 2 3 4 5 6 11 10 9 8 7 12 13 5x6 5x6 3x4 3x4 4x6 4x8 6x6 3x4 6x6 5-8-13 5-8-13 11-1-3 5-4-5 16-10-0 5-8-13 -0-10-8 0-10-8 5-8-13 5-8-13 11-1-3 5-4-5 16-10-0 5-8-13 17-8-8 0-10-8 1-3-66-10-47-0-31-3-66-10-412.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8], [4:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.32 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >999 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-8: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-146(LC 10) Max Uplift 11=-6(LC 12), 7=-6(LC 13) Max Grav 11=775(LC 2), 7=768(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-718/38, 3-4=-426/79, 4-5=-709/37, 2-11=-691/43, 5-7=-683/43 BOT CHORD 10-11=-147/272, 8-10=-26/463 WEBS 2-10=-34/360, 5-8=-36/355 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 5-8-13, Exterior(2R) 5-8-13 to 8-8-13, Interior(1) 8-8-13 to 11-1-3, Exterior(2R) 11-1-3 to 14-1-3, Interior(1) 14-1-3 to 17-8-8 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) 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) 11, 7. 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 3,2020 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 B20000636 Truss T16 Truss Type Hip Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457754 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-JeVt5hZ1RokDQ7X2phQOHGjkIEAuy1sGjLam55zeyEh Scale = 1:49.4 1 2 3 4 5 6 7 8 13 12 11 10 9 14 5x6 5x6 3x6 3x8 4x6 3x6 4x6 2x4 3x8 3x8 2x4 7-4-13 7-4-13 9-5-3 2-0-5 16-10-0 7-4-13 -0-10-8 0-10-8 3-0-0 3-0-0 7-4-13 4-4-13 9-5-3 2-0-5 13-10-0 4-4-13 16-10-0 3-0-0 17-8-8 0-10-8 1-3-68-6-48-8-31-3-68-6-412.00 12 Plate Offsets (X,Y)-- [4:0-3-9,0-2-8], [5:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.40 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.01 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 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* 5-11: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=176(LC 11) Max Grav 13=723(LC 1), 9=723(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-576/75, 4-5=-336/88, 5-6=-576/75 BOT CHORD 11-13=-63/441, 10-11=0/337, 9-10=0/394 WEBS 3-13=-577/19, 6-9=-576/19 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 7-4-13, Exterior(2E) 7-4-13 to 9-5-3, Exterior(2R) 9-5-3 to 12-5-3, Interior(1) 12-5-3 to 17-8-8 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) 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 3,2020 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 B20000636 Truss T17 Truss Type FLAT Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457755 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-F1ddWNbHzQ?xfRhRx6SsMhows2kUQs?ZBe3tA_zeyEf Scale = 1:62.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 3x4 4x8 3x6 4x8 3x4 3x6 4x8 3x4 3x8 2x4 3x4 4x8 3x16 MT18HS 3x6 8-6-10 8-6-10 16-11-8 8-4-14 25-4-6 8-4-14 33-11-0 8-6-10 8-6-10 8-6-10 16-11-8 8-4-14 25-4-6 8-4-14 33-11-0 8-6-10 9-1-4Plate Offsets (X,Y)-- [8:Edge,0-1-8], [9:0-3-8,0-2-0], [13:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.90 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.03 0.05 (loc) 13-14 13-14 8 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (3-6-8 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-14, 7-8, 2-13, 4-11, 5-9 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Uplift 14=-69(LC 8), 8=-69(LC 8) Max Grav 14=1571(LC 2), 8=1571(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1399/278, 1-2=-1183/180, 2-4=-1523/232, 4-5=-1523/232, 5-7=-1183/180, 7-8=-1399/278 BOT CHORD 11-13=-180/1183, 9-11=-180/1183 WEBS 1-13=-257/1685, 2-13=-875/299, 2-11=-75/493, 4-11=-478/204, 5-11=-75/493, 5-9=-875/299, 7-9=-257/1685 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(3) 0-1-12 to 15-1-12, Exterior(2) 15-1-12 to 18-9-4, Corner(3) 18-9-4 to 33-9-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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: 1-7=-50, 14-17=-50, 13-17=-35, 13-18=-50, 18-19=-35, 9-19=-50, 9-20=-35, 8-20=-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 3,2020 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 B20000636 Truss T17 Truss Type FLAT Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457755 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-F1ddWNbHzQ?xfRhRx6SsMhows2kUQs?ZBe3tA_zeyEf LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-15=26, 15-16=25, 7-16=26, 8-14=-12 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-15=26, 15-16=25, 7-16=26, 8-14=-12 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-29, 8-14=-20 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-29, 8-14=-20 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 8-14=-12 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 8-14=-12 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-20, 14-17=-60, 13-17=-40, 13-18=-60, 18-19=-40, 9-19=-60, 9-20=-40, 8-20=-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: 1-7=-35, 14-17=-50, 13-17=-35, 13-18=-50, 18-19=-35, 9-19=-50, 9-20=-35, 8-20=-50 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: 1-7=-35, 14-17=-50, 13-17=-35, 13-18=-50, 18-19=-35, 9-19=-50, 9-20=-35, 8-20=-50 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: 1-7=-35, 14-17=-50, 13-17=-35, 13-18=-50, 18-19=-35, 9-19=-50, 9-20=-35, 8-20=-50 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: 1-7=-35, 14-17=-50, 13-17=-35, 13-18=-50, 18-19=-35, 9-19=-50, 9-20=-35, 8-20=-50 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-28, 8-14=-12 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=4, 8-14=-12 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 B20000636 Truss T18 Truss Type Hip Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457756 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-jDA?jjcwkj7nHbGdUqz5uuLCnS679JGjQIpQiQzeyEe Scale = 1:71.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 2x4 4x8 3x6 4x6 3x6 3x8 4x8 3x4 3x4 3x4 4x8 2x4 5x8 4x8 3x6 9-4-13 9-4-13 18-11-6 9-6-9 28-5-14 9-6-9 33-11-0 5-5-2 4-3-0 4-3-0 9-4-13 5-1-13 15-9-3 6-4-6 22-1-9 6-4-6 28-5-14 6-4-6 33-11-0 5-5-2 3-5-611-1-411-3-66-9-211-1-410.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-2-0], [3:0-4-0,0-1-4], [7:0-4-0,0-1-4], [8:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.81 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.48 0.04 0.03 (loc) 10-12 10-12 9 12-14 l/defl >999 >837 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-14,1-15,2-15,8-9,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 4-12, 6-10, 2-15, 8-9 REACTIONS. (size)15=Mechanical, 9=Mechanical Max Horz 15=145(LC 12) Max Uplift 15=-2(LC 12) Max Grav 15=1554(LC 2), 9=1536(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1382/103, 3-4=-997/120, 4-6=-1238/64, 6-7=-658/90, 7-8=-930/54, 8-9=-1495/15 BOT CHORD 14-15=-140/840, 12-14=-65/1226, 10-12=-47/1114 WEBS 2-14=-38/353, 3-14=0/561, 4-14=-496/116, 6-12=-10/463, 6-10=-908/99, 7-10=0/317, 2-15=-1486/3, 8-10=0/1058 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 3-6-7, Interior(1) 3-6-7 to 9-4-13, Exterior(2R) 9-4-13 to 12-9-8, Interior(1) 12-9-8 to 28-5-14, Exterior(2R) 28-5-14 to 31-10-10, Interior(1) 31-10-10 to 33-9-4 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 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 3,2020 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 B20000636 Truss T19 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457757 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-BQkOx3cYV1Fevlrq2XVKR6tIvrTjumKseyY_FszeyEd Scale = 1:73.4 1 2 3 4 5 6 7 14 13 12 11 10 9 81516171819 3x4 5x10 MT18HS 3x12 5x10 MT18HS 4x6 3x6 3x4 3x8 2x4 4x8 3x6 4x8 3x4 3x4 9-11-9 9-11-9 18-11-6 8-11-13 27-11-2 8-11-13 33-11-0 5-11-14 4-6-0 4-6-0 9-11-9 5-5-9 18-11-6 8-11-13 27-11-2 8-11-13 33-11-0 5-11-14 3-5-611-9-06-9-211-9-010.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-5-12,0-1-0], [6:0-8-0,0-1-12], [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.72 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.53 0.03 0.03 (loc) 13-14 13-14 8 11-13 l/defl >999 >758 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-14,2-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 6-9, 2-14, 7-8 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Horz 14=153(LC 12) Max Grav 14=1561(LC 2), 8=1571(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1390/103, 3-4=-1192/85, 4-6=-1192/85, 6-7=-1000/59, 7-8=-1475/21 BOT CHORD 13-14=-146/866, 11-13=-52/1002, 9-11=0/698 WEBS 2-13=-46/316, 3-13=0/353, 3-11=-116/375, 4-11=-626/174, 6-11=-91/823, 6-9=-481/99, 2-14=-1463/4, 7-9=-2/1026 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 3-6-7, Interior(1) 3-6-7 to 9-11-9, Exterior(2R) 9-11-9 to 13-4-4, Interior(1) 13-4-4 to 27-11-2, Exterior(2R) 27-11-2 to 31-3-14, Interior(1) 31-3-14 to 33-9-4 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 12% 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) 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) Load case(s) 2, 18, 19, 20, 21, 22, 27, 28, 43, 44, 45, 46 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Continued on page 2 March 3,2020 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 B20000636 Truss T19 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457757 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-BQkOx3cYV1Fevlrq2XVKR6tIvrTjumKseyY_FszeyEd LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-50, 3-6=-50, 6-7=-50, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=10, 3-6=10, 6-7=10, 8-14=-12 Horz: 1-3=-22, 6-7=22 Drag: 3-4=-0, 5-6=0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=10, 3-6=10, 6-7=10, 8-14=-12 Horz: 1-3=-22, 6-7=22 Drag: 3-4=-0, 5-6=0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-6=-35, 6-7=-35, 8-14=-20 Horz: 1-3=15, 6-7=-15 Drag: 3-4=0, 5-6=-0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-6=-35, 6-7=-35, 8-14=-20 Horz: 1-3=15, 6-7=-15 Drag: 3-4=0, 5-6=-0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-14, 3-6=16, 6-7=4, 8-14=-12 Horz: 1-3=2, 6-7=16 Drag: 3-4=-0, 5-6=0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-6=16, 6-7=-14, 8-14=-12 Horz: 1-3=-16, 6-7=-2 Drag: 3-4=-0, 5-6=0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-30, 6-7=-12, 8-14=-20 Horz: 1-3=10, 6-7=8 Drag: 3-4=-0, 5-6=0 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 6-7=-30, 8-14=-20 Horz: 1-3=-8, 6-7=-10 Drag: 3-4=-0, 5-6=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-6=4, 6-7=4, 8-14=-12 Horz: 1-3=-28, 6-7=16 Drag: 3-4=-0, 5-6=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-6=16, 6-7=16, 8-14=-12 Horz: 1-3=-16, 6-7=28 Drag: 3-4=-0, 5-6=0 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=8, 4-6=0, 6-7=0, 8-14=-12 Horz: 1-3=-20, 6-7=12 Drag: 3-4=-0, 5-6=0 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=0, 3-4=0, 4-6=8, 6-7=8, 8-14=-12 Horz: 1-3=-12, 6-7=20 Drag: 3-4=-0, 5-6=0 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-12, 6-7=-12, 8-14=-20 Horz: 1-3=-20, 6-7=8 Drag: 3-4=-0, 5-6=0 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 8-14=-20 Horz: 1-3=-8, 6-7=20 Drag: 3-4=-0, 5-6=0 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-6=-20, 6-7=-20, 14-15=-40, 15-16=-60, 13-16=-40, 13-17=-60, 17-18=-40, 9-18=-60, 9-19=-40, 8-19=-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 B20000636 Truss T19 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457757 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:10 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-BQkOx3cYV1Fevlrq2XVKR6tIvrTjumKseyY_FszeyEd LOAD CASE(S) Standard Except: 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: 1-3=-58, 3-6=-35, 6-7=-44, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=8, 6-7=6 Drag: 3-4=-0, 5-6=0 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: 1-3=-44, 3-6=-35, 6-7=-58, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=-6, 6-7=-8 Drag: 3-4=-0, 5-6=0 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: 1-3=-35, 3-4=-35, 4-6=-44, 6-7=-44, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=-15, 6-7=6 Drag: 3-4=-0, 5-6=0 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: 1-3=-44, 3-4=-44, 4-6=-35, 6-7=-35, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=-6, 6-7=15 Drag: 3-4=-0, 5-6=0 23) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-6=-28, 6-7=-28, 8-14=-12 Horz: 1-3=16, 6-7=-16 Drag: 3-4=0, 5-6=-0 24) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-6=4, 6-7=4, 8-14=-12 Horz: 1-3=-16, 6-7=16 Drag: 3-4=-0, 5-6=0 27) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-50, 3-6=-50, 6-7=-20, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 28) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-20, 3-6=-50, 6-7=-50, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 29) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=10, 3-6=10, 6-7=10, 8-14=-12 Horz: 1-3=-22, 6-7=22 Drag: 3-4=-0, 5-6=0 30) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=10, 3-6=10, 6-7=10, 8-14=-12 Horz: 1-3=-22, 6-7=22 Drag: 3-4=-0, 5-6=0 31) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-6=-35, 6-7=-35, 8-14=-20 Horz: 1-3=15, 6-7=-15 Drag: 3-4=0, 5-6=-0 32) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-6=-35, 6-7=-35, 8-14=-20 Horz: 1-3=15, 6-7=-15 Drag: 3-4=0, 5-6=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-14, 3-6=16, 6-7=4, 8-14=-12 Horz: 1-3=2, 6-7=16 Drag: 3-4=-0, 5-6=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-6=16, 6-7=-14, 8-14=-12 Horz: 1-3=-16, 6-7=-2 Drag: 3-4=-0, 5-6=0 35) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-30, 6-7=-12, 8-14=-20 Horz: 1-3=10, 6-7=8 Drag: 3-4=-0, 5-6=0 36) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 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 B20000636 Truss T19 Truss Type PIGGYBACK BASE Qty 3 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457757 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:10 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-BQkOx3cYV1Fevlrq2XVKR6tIvrTjumKseyY_FszeyEd LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-12, 6-7=-30, 8-14=-20 Horz: 1-3=-8, 6-7=-10 Drag: 3-4=-0, 5-6=0 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=16, 3-4=16, 4-6=4, 6-7=4, 8-14=-12 Horz: 1-3=-28, 6-7=16 Drag: 3-4=-0, 5-6=0 38) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-4=4, 4-6=16, 6-7=16, 8-14=-12 Horz: 1-3=-16, 6-7=28 Drag: 3-4=-0, 5-6=0 39) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=8, 3-4=8, 4-6=0, 6-7=0, 8-14=-12 Horz: 1-3=-20, 6-7=12 Drag: 3-4=-0, 5-6=0 40) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=0, 3-4=0, 4-6=8, 6-7=8, 8-14=-12 Horz: 1-3=-12, 6-7=20 Drag: 3-4=-0, 5-6=0 41) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-6=-12, 6-7=-12, 8-14=-20 Horz: 1-3=-20, 6-7=8 Drag: 3-4=-0, 5-6=0 42) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-12, 3-4=-12, 8-14=-20 Horz: 1-3=-8, 6-7=20 Drag: 3-4=-0, 5-6=0 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-58, 3-6=-35, 6-7=-44, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=8, 6-7=6 Drag: 3-4=-0, 5-6=0 44) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-6=-35, 6-7=-58, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=-6, 6-7=-8 Drag: 3-4=-0, 5-6=0 45) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-35, 3-4=-35, 4-6=-44, 6-7=-44, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=-15, 6-7=6 Drag: 3-4=-0, 5-6=0 46) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-6=-35, 6-7=-35, 14-15=-35, 15-16=-50, 13-16=-35, 13-17=-50, 17-18=-35, 9-18=-50, 9-19=-35, 8-19=-50 Horz: 1-3=-6, 6-7=15 Drag: 3-4=-0, 5-6=0 47) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-28, 3-6=-28, 6-7=-28, 8-14=-12 Horz: 1-3=16, 6-7=-16 Drag: 3-4=0, 5-6=-0 48) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=4, 3-6=4, 6-7=4, 8-14=-12 Horz: 1-3=-16, 6-7=16 Drag: 3-4=-0, 5-6=0 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 B20000636 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457758 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-7os8Mleo1eVM82?CAyXoWXyhEf9PMcC96G15JlzeyEb Scale = 1:62.2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 5x8 4x10 2x4 8x8 3x4 4x6 3x6 2x4 3x6 3x8 3x6 5x8 3x6 3x8 8x10 5x12 4x6 3-10-2 3-10-2 7-4-13 3-6-10 14-7-3 7-2-6 17-4-13 2-9-10 22-0-8 4-7-11 27-5-4 5-4-12 33-1-8 5-8-4 -0-10-8 0-10-8 3-10-2 3-10-2 7-4-13 3-6-10 14-7-3 7-2-6 17-4-13 2-9-10 22-0-8 4-7-11 27-5-4 5-4-12 33-1-8 5-8-4 1-5-67-5-45-1-49-7-67-1-42-0-09-5-410.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [4:0-3-0,0-2-1], [5:0-4-0,0-1-4], [6:0-5-0,0-1-14], [11:0-3-8,0-1-8], [13:0-7-0,0-4-8], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.64 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.26 0.09 0.16 (loc) 13-14 13-14 10 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 390 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-12: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-15,8-10: 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 (5-5-7 max.): 4-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 19=0-3-8 Max Horz 19=139(LC 8) Max Uplift 10=-967(LC 5), 19=-811(LC 8) Max Grav 10=2828(LC 35), 19=2857(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3017/926, 3-4=-3183/1064, 4-5=-3396/1191, 5-6=-4511/1539, 6-7=-4872/1600, 7-8=-4572/1513, 2-19=-2716/799 BOT CHORD 17-18=-775/2310, 15-17=-839/2440, 14-15=-1604/4881, 13-14=-1526/4613, 12-13=-105/274, 7-13=-666/189, 10-11=-702/2048 WEBS 3-18=-453/174, 3-17=-203/356, 4-17=-348/799, 4-15=-502/1450, 5-15=-937/2652, 6-15=-2952/952, 6-14=-372/201, 7-14=-171/498, 11-13=-732/2149, 8-13=-1062/3322, 8-11=-257/267, 8-10=-3204/1098, 2-18=-645/2193 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) 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) except (jt=lb) 10=967, 19=811. 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. Continued on page 2 March 3,2020 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 B20000636 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457758 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:12 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-7os8Mleo1eVM82?CAyXoWXyhEf9PMcC96G15JlzeyEb NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 lb down and 134 lb up at 3-5-9, 203 lb down and 87 lb up at 5-5-9, 211 lb down and 152 lb up at 7-5-9, 211 lb down and 152 lb up at 9-5-9, 211 lb down and 152 lb up at 11-5-9, 211 lb down and 152 lb up at 13-5-9, 211 lb down and 152 lb up at 14-6-7, 203 lb down and 87 lb up at 16-6-7, 246 lb down and 134 lb up at 18-6-7, 207 lb down and 142 lb up at 23-3-12, 207 lb down and 142 lb up at 25-3-12, 207 lb down and 142 lb up at 27-3-12, and 207 lb down and 142 lb up at 29-3-12, and 207 lb down and 142 lb up at 31-3-12 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: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 6-9=-60, 13-19=-20, 10-12=-20 Concentrated Loads (lb) Vert: 17=-203 15=-203 11=-203 20=-246(B) 21=-203 22=-203 24=-203 25=-203 26=-203 27=-246(B) 28=-203 29=-203 30=-203 32=-203 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 B20000636 Truss TG02 Truss Type Half Hip Girder Qty 2 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457759 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-c_QWZ5fQoydDmCaOjg213kV_t3fj5G?IKwnerBzeyEa Scale = 1:26.4 1 2 3 4 7 6 5 8 9 5x6 2x4 4x6 2x4 3x4 3x6 2-8-0 2-8-0 6-0-0 3-4-0 -0-10-8 0-10-8 2-8-0 2-8-0 6-0-0 3-4-0 1-7-64-1-74-3-64-1-712.00 12 Plate Offsets (X,Y)-- [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.06 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 5-6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=80(LC 8) Max Uplift 5=-114(LC 5), 7=-66(LC 8) Max Grav 5=266(LC 1), 7=324(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-302/73 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; MWFRS (envelope) gable end zone; end vertical left exposed; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=114. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 96 lb up at 2-8-0, and 79 lb down and 74 lb up at 4-0-12 on top chord, and 47 lb down and 41 lb up at 2-8-0, and 31 lb down and 20 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-13(B) 6=-12(B) 8=-30(B) 9=-18(B) March 3,2020 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 B20000636 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457760 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-YNYH_mggJZtx?Wjnr44V89a9Qs8OZ?VboEGlw4zeyEY Scale = 1:76.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 5x8 4x10 4x8 3x4 4x6 3x4 4x6 3x6 4x6 2x4 3x8 5x12 3x6 3x8 5x12 6x10 4x6 4x6 4x6 1-10-13 1-10-13 3-10-13 2-0-0 11-11-9 8-0-12 19-9-8 7-9-15 29-11-2 10-1-10 33-1-8 3-2-6 -0-10-8 0-10-8 1-10-13 1-10-13 3-10-13 2-0-0 7-0-0 3-1-3 11-11-9 4-11-9 19-9-8 7-9-15 24-10-5 5-0-13 29-11-2 5-0-13 33-1-8 3-2-6 1-5-62-10-49-9-011-9-09-1-12-0-011-9-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-0,0-1-4], [4:0-5-0,0-1-14], [6:0-4-8,0-1-8], [10:0-4-4,0-2-0], [13:0-6-0,0-2-4], [15:0-7-8,0-4-0], [19:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.88 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.54 0.07 0.04 (loc) 13-14 13-14 12 16-18 l/defl >999 >728 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-20: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-19,3-18,4-18,5-18,5-16,2-20,2-19: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 3-4, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 7-15 WEBS 1 Row at midpt 7-16, 9-13, 11-12 REACTIONS. (size)20=0-3-8, 12=Mechanical Max Horz 20=199(LC 8) Max Grav 20=1479(LC 2), 12=1431(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1195/0, 3-4=-1896/0, 4-5=-2387/0, 5-6=-1626/23, 6-7=-1198/43, 7-9=-1258/47, 9-10=-396/29, 10-11=-543/11, 2-20=-1454/0, 11-12=-1457/0 BOT CHORD 18-19=-159/976, 16-18=-97/1467, 15-16=-54/1276, 7-15=-360/105 WEBS 3-19=-528/0, 3-18=0/1480, 4-18=-1598/4, 5-18=0/686, 5-16=-458/136, 6-16=0/683, 13-15=-50/805, 9-15=-25/911, 9-13=-1127/107, 2-19=0/1080, 11-13=0/1135 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; MWFRS (envelope) gable end zone; end vertical left exposed; 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) Refer to girder(s) for truss to truss connections. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 35 lb up at 1-10-13 on top chord, and 10 lb down and 15 lb up at 1-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-10=-60, 10-11=-60, 15-20=-20, 12-14=-20 Continued on page 2 March 3,2020 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 B20000636 Truss TG03 Truss Type Piggyback Base Girder Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457760 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-YNYH_mggJZtx?Wjnr44V89a9Qs8OZ?VboEGlw4zeyEY LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=1(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000636 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457761 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Umf1PSixrB7fEqtAyV7zDagUAgwG1x6uFYls_yzeyEW Scale = 1:79.5 1 2 3 4 5 6 7 8 12 11 10 9131415161718 19 3x4 4x6 6x8 6x10 3x12 6x8 10x10 2x4 4x10 3x6 10x10 6-1-8 6-1-8 11-7-8 5-6-0 16-10-0 5-2-8 -0-10-8 0-10-8 3-6-0 3-6-0 7-6-12 4-0-12 11-7-8 4-0-12 16-10-0 5-2-8 1-3-612-10-147-8-612.00 12 *** Design Problems *** REVIEW REQUIRED Load 22 in Load case 2 not applied to truss, Load 19 in Load case 14 not applied to truss, Load 26 in Load case 15 not applied to truss, Load 26 in Load case 16 not applied to truss, Load 26 in Load case 17 not applied to truss, Load 26 in Load case 18 not applied to truss, Load 21 in Load case 23 not applied to truss, Load 20 in Load case 24 not applied to truss, Load 26 in Load case 35 not applied to truss, Load 26 in Load case 36 not applied to truss, Load 26 in Load case 37 not applied to truss, Load 26 in Load case 38 not applied to trussPlate Offsets (X,Y)-- [2:0-4-11,0-1-4], [8:0-3-8,Edge], [10:0-2-0,0-7-8], [12:0-5-0,0-7-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.41 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.01 0.05 (loc) 10-12 10-12 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 308 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.1 *Except* 9-11: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=270(LC 8) Max Uplift 2=-442(LC 8) Max Grav 2=4524(LC 2), 9=6761(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5385/576, 4-6=-5201/615, 6-7=-3065/81, 7-8=-3072/71, 8-9=-5238/38 BOT CHORD 2-12=-553/3521, 10-12=-324/3064 WEBS 4-12=-143/343, 6-12=-1000/3297, 6-10=-2194/751, 7-10=-24/4040, 8-10=0/3665 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: 2x10 - 2 rows staggered at 0-3-0 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=442.Continued on page 2 BOTTOM CHORD LIVE LOAD BUG March 3,2020 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 B20000636 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457761 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Umf1PSixrB7fEqtAyV7zDagUAgwG1x6uFYls_yzeyEW NOTES- 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 14, 15, 16, 17, 18, 23, 24, 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2773 lb down and 987 lb up at 6-1-8, 1438 lb down and 65 lb up at 8-0-12, 1450 lb down and 83 lb up at 10-0-12, 1404 lb down at 12-0-12, and 1392 lb down at 14-0-12, and 1382 lb down at 15-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-8=-60, 2-9=-20 Concentrated Loads (lb) Vert: 12=-2773(F) 13=-1292(F) 15=-1292(F) 16=-1292(F) 17=-1292(F) 19=-1292(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-50, 7-8=-50, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Concentrated Loads (lb) Vert: 12=-2681(F) 13=-1438(F) 15=-1450(F) 16=-1404(F) 17=-1392(F) 19=-1382(F) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-14, 7-8=4, 2-9=-12 Horz: 1-2=-7, 2-7=2, 7-8=16 Concentrated Loads (lb) Vert: 12=979(F) 13=57(F) 15=75(F) 16=-382(F) 17=-382(F) 19=-382(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-7=4, 7-8=-14, 2-9=-12 Horz: 1-2=-12, 2-7=-16, 7-8=-2 Concentrated Loads (lb) Vert: 12=979(F) 13=57(F) 15=75(F) 16=-382(F) 17=-382(F) 19=-382(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-7=-30, 7-8=-12, 2-9=-20 Horz: 1-2=6, 2-7=10, 7-8=8 Concentrated Loads (lb) Vert: 12=987(F) 13=65(F) 15=83(F) 16=-374(F) 17=-374(F) 19=-374(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-7=-12, 7-8=-30, 2-9=-20 Horz: 1-2=-12, 2-7=-8, 7-8=-10 Concentrated Loads (lb) Vert: 12=987(F) 13=65(F) 15=83(F) 16=-374(F) 17=-374(F) 19=-374(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-7=16, 7-8=4, 2-9=-12 Horz: 1-2=-24, 2-7=-28, 7-8=16 Concentrated Loads (lb) Vert: 12=979(F) 13=57(F) 15=75(F) 16=-382(F) 17=-382(F) 19=-382(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-7=4, 7-8=16, 2-9=-12 Horz: 1-2=-12, 2-7=-16, 7-8=28 Concentrated Loads (lb) Vert: 12=979(F) 13=57(F) 15=75(F) 16=-382(F) 17=-382(F) 19=-382(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=8, 7-8=0, 2-9=-12 Horz: 1-2=-16, 2-7=-20, 7-8=12 Concentrated Loads (lb) Vert: 12=979(F) 13=57(F) 15=75(F) 16=-382(F) 17=-382(F) 19=-382(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-7=0, 7-8=8, 2-9=-12 Horz: 1-2=-8, 2-7=-12, 7-8=20 Concentrated Loads (lb) Vert: 12=979(F) 13=57(F) 15=75(F) 16=-382(F) 17=-382(F) 19=-382(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 7-8=-12, 2-9=-20 Horz: 1-2=-24, 2-7=-20, 7-8=8 Concentrated Loads (lb) Vert: 12=987(F) 13=65(F) 15=83(F) 16=-374(F) 17=-374(F) 19=-374(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-7=-12, 2-9=-20 Horz: 1-2=-12, 2-7=-8, 7-8=20 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 B20000636 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457761 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:17 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Umf1PSixrB7fEqtAyV7zDagUAgwG1x6uFYls_yzeyEW LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 12=987(F) 13=65(F) 15=83(F) 16=-374(F) 17=-374(F) 19=-374(F) 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-20, 7-8=-20, 2-11=-40, 11-14=-60, 14-18=-40, 9-18=-60 Concentrated Loads (lb) Vert: 12=-1676(F) 13=-1050(F) 15=-1065(F) 16=-1004(F) 17=-987(F) 19=-974(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-58, 7-8=-44, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=5, 2-7=8, 7-8=6 Concentrated Loads (lb) Vert: 12=545(F) 13=-45(F) 15=-31(F) 16=-374(F) 17=-374(F) 19=-374(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-7=-44, 7-8=-58, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=-9, 2-7=-6, 7-8=-8 Concentrated Loads (lb) Vert: 12=545(F) 13=-45(F) 15=-31(F) 16=-374(F) 17=-374(F) 19=-374(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-7=-35, 7-8=-44, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=-18, 2-7=-15, 7-8=6 Concentrated Loads (lb) Vert: 12=545(F) 13=-45(F) 15=-31(F) 16=-374(F) 17=-374(F) 19=-374(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-7=-44, 7-8=-35, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=-9, 2-7=-6, 7-8=15 Concentrated Loads (lb) Vert: 12=545(F) 13=-45(F) 15=-31(F) 16=-374(F) 17=-374(F) 19=-374(F) 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-7=-18, 7-8=-12, 2-9=-12 Horz: 2-7=6 Concentrated Loads (lb) Vert: 12=709(F) 13=-13(F) 15=3(F) 16=-382(F) 17=-382(F) 19=-382(F) 20) Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-12, 7-8=-18, 2-9=-12 Horz: 7-8=-6 Concentrated Loads (lb) Vert: 12=709(F) 13=-13(F) 15=3(F) 16=-382(F) 17=-382(F) 19=-382(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-50, 7-8=-20, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Concentrated Loads (lb) Vert: 12=-2681(F) 13=-1438(F) 15=-1450(F) 16=-1404(F) 17=-1392(F) 19=-1382(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-20, 7-8=-50, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Concentrated Loads (lb) Vert: 12=-2681(F) 13=-1438(F) 15=-1450(F) 16=-1404(F) 17=-1392(F) 19=-1382(F) 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-7=-14, 7-8=4, 2-9=-12 Horz: 1-2=-7, 2-7=2, 7-8=16 Concentrated Loads (lb) Vert: 12=-1885(F) 13=-590(F) 15=-569(F) 16=-555(F) 17=-555(F) 19=-732(F) 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-7=4, 7-8=-14, 2-9=-12 Horz: 1-2=-12, 2-7=-16, 7-8=-2 Concentrated Loads (lb) Vert: 12=-1885(F) 13=-590(F) 15=-569(F) 16=-555(F) 17=-555(F) 19=-732(F) 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-26, 2-7=-30, 7-8=-12, 2-9=-20 Horz: 1-2=6, 2-7=10, 7-8=8 Concentrated Loads (lb) Vert: 12=-1877(F) 13=-582(F) 15=-561(F) 16=-547(F) 17=-547(F) 19=-724(F) 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-7=-12, 7-8=-30, 2-9=-20 Horz: 1-2=-12, 2-7=-8, 7-8=-10 Continued on page 4 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 B20000636 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457761 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:17 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Umf1PSixrB7fEqtAyV7zDagUAgwG1x6uFYls_yzeyEW LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 12=-1877(F) 13=-582(F) 15=-561(F) 16=-547(F) 17=-547(F) 19=-724(F) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-7=16, 7-8=4, 2-9=-12 Horz: 1-2=-24, 2-7=-28, 7-8=16 Concentrated Loads (lb) Vert: 12=-1885(F) 13=-590(F) 15=-569(F) 16=-555(F) 17=-555(F) 19=-732(F) 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-7=4, 7-8=16, 2-9=-12 Horz: 1-2=-12, 2-7=-16, 7-8=28 Concentrated Loads (lb) Vert: 12=-1885(F) 13=-590(F) 15=-569(F) 16=-555(F) 17=-555(F) 19=-732(F) 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-7=8, 7-8=0, 2-9=-12 Horz: 1-2=-16, 2-7=-20, 7-8=12 Concentrated Loads (lb) Vert: 12=-1885(F) 13=-590(F) 15=-569(F) 16=-555(F) 17=-555(F) 19=-732(F) 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-7=0, 7-8=8, 2-9=-12 Horz: 1-2=-8, 2-7=-12, 7-8=20 Concentrated Loads (lb) Vert: 12=-1885(F) 13=-590(F) 15=-569(F) 16=-555(F) 17=-555(F) 19=-732(F) 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 7-8=-12, 2-9=-20 Horz: 1-2=-24, 2-7=-20, 7-8=8 Concentrated Loads (lb) Vert: 12=-1877(F) 13=-582(F) 15=-561(F) 16=-547(F) 17=-547(F) 19=-724(F) 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-8, 2-7=-12, 2-9=-20 Horz: 1-2=-12, 2-7=-8, 7-8=20 Concentrated Loads (lb) Vert: 12=-1877(F) 13=-582(F) 15=-561(F) 16=-547(F) 17=-547(F) 19=-724(F) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-55, 2-7=-58, 7-8=-44, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=5, 2-7=8, 7-8=6 Concentrated Loads (lb) Vert: 12=-2640(F) 13=-1190(F) 15=-1185(F) 16=-1141(F) 17=-1131(F) 19=-1254(F) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-7=-44, 7-8=-58, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=-9, 2-7=-6, 7-8=-8 Concentrated Loads (lb) Vert: 12=-2640(F) 13=-1190(F) 15=-1185(F) 16=-1141(F) 17=-1131(F) 19=-1254(F) 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-7=-35, 7-8=-44, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=-18, 2-7=-15, 7-8=6 Concentrated Loads (lb) Vert: 12=-2640(F) 13=-1190(F) 15=-1185(F) 16=-1141(F) 17=-1131(F) 19=-1254(F) 38) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-41, 2-7=-44, 7-8=-35, 2-11=-35, 11-14=-50, 14-18=-35, 9-18=-50 Horz: 1-2=-9, 2-7=-6, 7-8=15 Concentrated Loads (lb) Vert: 12=-2640(F) 13=-1190(F) 15=-1185(F) 16=-1141(F) 17=-1131(F) 19=-1254(F) 39) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-7=-18, 7-8=-12, 2-9=-12 Horz: 2-7=6 Concentrated Loads (lb) Vert: 12=-1615(F) 13=-521(F) 15=-498(F) 16=-486(F) 17=-486(F) 19=-663(F) 40) Reversal: Dead + 0.6 MWFRS Wind Min. Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=-12, 7-8=-18, 2-9=-12 Horz: 7-8=-6 Concentrated Loads (lb) Vert: 12=-1615(F) 13=-521(F) 15=-498(F) 16=-486(F) 17=-486(F) 19=-663(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000636 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457762 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-yyDPcojZcUFWszSMWDeCmoChV4GEmPp1UCUPXPzeyEV Scale = 1:56.8 1 2 3 4 5 6 7 8 11 10 9121314 15 16 17 18 5x8 5x12 4x8 5x12 4x8 6x8 12x12 2x4 12x12 2x4 6-1-8 6-1-8 10-8-8 4-7-0 16-10-0 6-1-8 -0-10-8 0-10-8 3-9-0 3-9-0 8-5-0 4-8-0 13-1-0 4-8-0 16-10-0 3-9-0 1-3-69-8-61-3-612.00 12 Plate Offsets (X,Y)-- [9:0-6-0,0-6-4], [11:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.43 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.02 0.05 (loc) 8-9 8-9 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 6-9,4-11: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-9-3, Right 2x6 SPF No.2 2-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 2=0-3-8 Max Horz 2=166(LC 26) Max Uplift 2=-472(LC 8) Max Grav 8=7311(LC 2), 2=4858(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5871/619, 4-5=-5631/663, 5-6=-6091/0, 6-8=-6300/0 BOT CHORD 2-11=-424/3804, 9-11=-92/3159, 8-9=0/4153 WEBS 5-9=0/4728, 6-9=-164/400, 5-11=-1299/3396, 4-11=-182/454 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: 2x8 - 2 rows staggered at 0-3-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=472. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3091 lb down and 1252 lb up at 6-1-8, 1522 lb down and 89 lb up at 8-0-12, 1497 lb down at 10-0-12, 1536 lb down at 12-0-12, and 1536 lb down at 14-0-12, and 1539 lb down at 16-0-12 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 3,2020 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 B20000636 Truss TG05 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457762 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:18 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-yyDPcojZcUFWszSMWDeCmoChV4GEmPp1UCUPXPzeyEV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 11=-3091(B) 13=-1325(B) 15=-1325(B) 16=-1325(B) 17=-1325(B) 18=-1327(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 B20000636 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457763 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-NXvYFqlRvPd4jRBxBLBvNQqLoHL2zsEUAAj37kzeyES Scale: 3/8"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 6x6 6x6 2x4 4x6 4x8 3x6 4x8 3x6 2x4 3x6 4-0-13 4-0-13 12-9-3 8-8-5 16-10-0 4-0-13 -0-10-8 0-10-8 4-0-13 4-0-13 8-5-0 4-4-3 12-9-3 4-4-3 16-10-0 4-0-13 17-8-8 0-10-8 1-3-65-2-45-4-31-3-65-2-412.00 12 Plate Offsets (X,Y)-- [3:0-4-1,Edge], [5:0-4-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.23 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.00 0.01 (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: 172 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 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, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-114(LC 6) Max Uplift 12=-266(LC 8), 8=-247(LC 9) Max Grav 12=1187(LC 1), 8=1147(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1242/302, 3-4=-836/249, 4-5=-802/234, 5-6=-1196/276, 2-12=-1179/261, 6-8=-1139/243 BOT CHORD 9-11=-316/1031 WEBS 3-11=0/491, 4-11=-315/184, 4-9=-366/211, 5-9=0/490, 2-11=-218/815, 6-9=-190/771 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=266, 8=247. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 233 lb up at 4-0-13, 104 lb down and 96 lb up at 4-8-4, 104 lb down and 96 lb up at 6-8-4, 104 lb down and 92 lb up at 8-8-4, and 104 lb down and 96 lb up at 10-8-4, and 237 lb down and 233 lb up at 12-9-3 on top chord, and 119 lb down at 4-0-13, 54 lb down at 4-8-4, 54 lb down at 6-8-4, 54 lb down at 8-8-4, and 54 lb down at 10-8-4, and 119 lb down at 12-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 March 3,2020 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 B20000636 Truss TG06 Truss Type Hip Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457763 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:21 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-NXvYFqlRvPd4jRBxBLBvNQqLoHL2zsEUAAj37kzeyES LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 3=-152(F) 5=-152(F) 10=-38(F) 11=-75(F) 4=-71(F) 9=-75(F) 13=-71(F) 14=-71(F) 15=-71(F) 16=-38(F) 17=-38(F) 18=-38(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B20000636 Truss TG07 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457764 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-rjTwSAm3gjlxLbm7l3i8weNQfhh1i9tdPqScgAzeyER Scale = 1:60.0 1 2 3 4 5 6 7 13 12 11 10 9 814151617 12x18 MT18HS 4x8 6x8 10x10 3x8 3x12 10x16 MT18HS8x8 10x10 4x10 4-4-4 4-4-4 8-5-0 4-0-12 10-8-8 2-3-8 16-10-0 6-1-8 4-4-4 4-4-4 8-5-0 4-0-12 10-8-8 2-3-8 14-0-0 3-3-8 16-10-0 2-10-0 17-8-8 0-10-8 1-3-69-8-61-3-612.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-9], [5:0-3-8,0-2-0], [6:0-1-12,0-1-12], [8:Edge,0-2-8], [9:0-3-8,0-5-0], [10:0-5-0,0-6-4], [12:0-3-8,0-6-0], [13:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.24 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.01 0.05 (loc) 10-12 9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 257 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-10,1-13,6-8,1-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=-185(LC 6) Max Uplift 8=-618(LC 9) Max Grav 13=7202(LC 2), 8=4693(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6182/0, 2-3=-4643/505, 3-4=-4598/507, 4-5=-5249/757, 5-6=-1156/225, 1-13=-5248/0, 6-8=-955/188 BOT CHORD 12-13=-99/636, 10-12=0/4309, 9-10=-450/3676, 8-9=-403/3256 WEBS 3-10=-665/6263, 4-10=-1450/771, 2-10=-1711/0, 2-12=0/2250, 4-9=-848/1711, 5-9=-152/644, 5-8=-4253/521, 1-12=0/3816 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: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-4 2x4 - 1 row at 0-6-0 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=618. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1545 lb down at 0-9-4, 1541 lb down at 2-9-4, 1541 lb down at 4-9-4, 1534 lb down and 22 lb up at 6-9-4, and 1551 lb down and 89 lb up at 8-9-4, and 3013 lb down and 1207 lb up at 10-8-8 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 3,2020 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 B20000636 Truss TG07 Truss Type Common Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457764 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:22 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-rjTwSAm3gjlxLbm7l3i8weNQfhh1i9tdPqScgAzeyER LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 11=-1325(B) 9=-3013(B) 14=-1329(B) 15=-1325(B) 16=-1325(B) 17=-1325(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 B20000636 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457765 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-n6agtrnKCK0fauvWtTlc?3SmRVECA4Qws8xjk3zeyEP Scale = 1:57.8 1 2 3 4 5 6 7 14 13 12 11 10 9 81516171819202122232425262728293031323334 8x8 3x4 3x4 3x4 8x8 4x6 5x12 2x4 3x8 2x4 2x4 5x12 3x6 4x6 8-6-10 8-6-10 16-11-8 8-4-14 25-4-6 8-4-14 33-11-0 8-6-10 8-6-10 8-6-10 16-11-8 8-4-14 25-4-6 8-4-14 33-11-0 8-6-10 7-1-4LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.71 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.05 0.14 (loc) 11-13 11-13 8 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 355 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-14,2-11,5-11,5-8: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (5-9-4 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-8 REACTIONS. (size)14=Mechanical, 8=Mechanical Max Uplift 14=-1187(LC 4), 8=-1232(LC 4) Max Grav 14=3033(LC 1), 8=3111(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3944/1550, 4-5=-3944/1550 BOT CHORD 13-14=-1197/3045, 11-13=-1197/3045, 9-11=-1196/3044, 8-9=-1196/3044 WEBS 2-14=-3864/1519, 2-13=-520/1398, 2-11=-452/1151, 4-11=-478/128, 5-11=-453/1153, 5-9=-518/1396, 5-8=-3862/1518 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; 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; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1187, 8=1232. 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) Load case(s) 2, 14, 15, 16, 17, 18, 31, 32, 33, 34 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 3,2020 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 B20000636 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457765 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:24 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-n6agtrnKCK0fauvWtTlc?3SmRVECA4Qws8xjk3zeyEP NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 207 lb down and 142 lb up at 1-3-12, 207 lb down and 142 lb up at 3-3-12, 207 lb down and 142 lb up at 5-3-12, 207 lb down and 142 lb up at 7-3-12, 207 lb down and 142 lb up at 9-3-12, 207 lb down and 142 lb up at 11-3-12, 207 lb down and 142 lb up at 13-3-12, 207 lb down and 142 lb up at 15-3-12, 207 lb down and 142 lb up at 17-3-12, 207 lb down and 142 lb up at 19-3-12, 207 lb down and 142 lb up at 21-3-12, 207 lb down and 142 lb up at 23-3-12, 207 lb down and 142 lb up at 25-3-12, 207 lb down and 142 lb up at 27-3-12, 207 lb down and 142 lb up at 29-3-12, and 207 lb down and 142 lb up at 31-3-12, and 213 lb down and 137 lb up at 33-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 9=-203 15=-203 16=-203 18=-203 19=-203 20=-203 21=-203 23=-203 24=-203 25=-203 26=-203 27=-203 29=-203 30=-203 32=-203 33=-203 34=-208 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-50, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=-175 15=-175 16=-175 18=-175 19=-175 20=-175 21=-175 23=-175 24=-175 25=-175 26=-175 27=-175 29=-175 30=-175 32=-175 33=-175 34=-181 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=134 15=134 16=134 18=134 19=134 20=134 21=134 23=134 24=134 25=134 26=134 27=134 29=134 30=134 32=134 33=134 34=131 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=134 15=134 16=134 18=134 19=134 20=134 21=134 23=134 24=134 25=134 26=134 27=134 29=134 30=134 32=134 33=134 34=131 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 9=142 15=142 16=142 18=142 19=142 20=142 21=142 23=142 24=142 25=142 26=142 27=142 29=142 30=142 32=142 33=142 34=137 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 9=142 15=142 16=142 18=142 19=142 20=142 21=142 23=142 24=142 25=142 26=142 27=142 29=142 30=142 32=142 33=142 34=137 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=134 15=134 16=134 18=134 19=134 20=134 21=134 23=134 24=134 25=134 26=134 27=134 29=134 30=134 32=134 33=134 34=131 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=134 15=134 16=134 18=134 19=134 20=134 21=134 23=134 24=134 25=134 26=134 27=134 29=134 30=134 32=134 33=134 34=131 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 8-14=-12 Concentrated Loads (lb) Vert: 9=134 15=134 16=134 18=134 19=134 20=134 21=134 23=134 24=134 25=134 26=134 27=134 29=134 30=134 32=134 33=134 34=131 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 8-14=-12 Concentrated Loads (lb) Vert: 9=134 15=134 16=134 18=134 19=134 20=134 21=134 23=134 24=134 25=134 26=134 27=134 29=134 30=134 32=134 33=134 34=131 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 9=142 15=142 16=142 18=142 19=142 20=142 21=142 23=142 24=142 25=142 26=142 27=142 29=142 30=142 32=142 33=142 34=137 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 9=142 15=142 16=142 18=142 19=142 20=142 21=142 23=142 24=142 25=142 26=142 27=142 29=142 30=142 32=142 33=142 34=137 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-20, 14-17=-40, 17-22=-60, 22-28=-40, 28-31=-60, 8-31=-40 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 B20000636 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457765 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:24 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-n6agtrnKCK0fauvWtTlc?3SmRVECA4Qws8xjk3zeyEP LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 9=-92 15=-92 16=-92 18=-92 19=-92 20=-92 21=-92 23=-92 24=-92 25=-92 26=-92 27=-92 29=-92 30=-92 32=-92 33=-92 34=-98 15) 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=95 15=95 16=95 18=95 19=95 20=95 21=95 23=95 24=95 25=95 26=95 27=95 29=95 30=95 32=95 33=95 34=90 16) 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=95 15=95 16=95 18=95 19=95 20=95 21=95 23=95 24=95 25=95 26=95 27=95 29=95 30=95 32=95 33=95 34=90 17) 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=95 15=95 16=95 18=95 19=95 20=95 21=95 23=95 24=95 25=95 26=95 27=95 29=95 30=95 32=95 33=95 34=90 18) 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=95 15=95 16=95 18=95 19=95 20=95 21=95 23=95 24=95 25=95 26=95 27=95 29=95 30=95 32=95 33=95 34=90 21) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=-171 15=-171 16=-171 18=-171 19=-171 20=-171 21=-171 23=-171 24=-171 25=-171 26=-171 27=-171 29=-171 30=-171 32=-171 33=-171 34=-174 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=-171 15=-171 16=-171 18=-171 19=-171 20=-171 21=-171 23=-171 24=-171 25=-171 26=-171 27=-171 29=-171 30=-171 32=-171 33=-171 34=-174 23) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 9=-163 15=-163 16=-163 18=-163 19=-163 20=-163 21=-163 23=-163 24=-163 25=-163 26=-163 27=-163 29=-163 30=-163 32=-163 33=-163 34=-168 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 9=-163 15=-163 16=-163 18=-163 19=-163 20=-163 21=-163 23=-163 24=-163 25=-163 26=-163 27=-163 29=-163 30=-163 32=-163 33=-163 34=-168 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=-171 15=-171 16=-171 18=-171 19=-171 20=-171 21=-171 23=-171 24=-171 25=-171 26=-171 27=-171 29=-171 30=-171 32=-171 33=-171 34=-174 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=16, 8-14=-12 Concentrated Loads (lb) Vert: 9=-171 15=-171 16=-171 18=-171 19=-171 20=-171 21=-171 23=-171 24=-171 25=-171 26=-171 27=-171 29=-171 30=-171 32=-171 33=-171 34=-174 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 8-14=-12 Concentrated Loads (lb) Vert: 9=-171 15=-171 16=-171 18=-171 19=-171 20=-171 21=-171 23=-171 24=-171 25=-171 26=-171 27=-171 29=-171 30=-171 32=-171 33=-171 34=-174 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-7=8, 8-14=-12 Concentrated Loads (lb) Vert: 9=-171 15=-171 16=-171 18=-171 19=-171 20=-171 21=-171 23=-171 24=-171 25=-171 26=-171 27=-171 29=-171 30=-171 32=-171 33=-171 34=-174 29) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Concentrated Loads (lb) Vert: 9=-163 15=-163 16=-163 18=-163 19=-163 20=-163 21=-163 23=-163 24=-163 25=-163 26=-163 27=-163 29=-163 30=-163 32=-163 33=-163 34=-168 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 8-14=-20 Continued on page 4 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 B20000636 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 201 Bridgemont Job Reference (optional) I40457765 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:24 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-n6agtrnKCK0fauvWtTlc?3SmRVECA4Qws8xjk3zeyEP LOAD CASE(S) Standard Except: Concentrated Loads (lb) Vert: 9=-163 15=-163 16=-163 18=-163 19=-163 20=-163 21=-163 23=-163 24=-163 25=-163 26=-163 27=-163 29=-163 30=-163 32=-163 33=-163 34=-168 31) Reversal: 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=-207 15=-207 16=-207 18=-207 19=-207 20=-207 21=-207 23=-207 24=-207 25=-207 26=-207 27=-207 29=-207 30=-207 32=-207 33=-207 34=-213 32) Reversal: 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=-207 15=-207 16=-207 18=-207 19=-207 20=-207 21=-207 23=-207 24=-207 25=-207 26=-207 27=-207 29=-207 30=-207 32=-207 33=-207 34=-213 33) Reversal: 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=-207 15=-207 16=-207 18=-207 19=-207 20=-207 21=-207 23=-207 24=-207 25=-207 26=-207 27=-207 29=-207 30=-207 32=-207 33=-207 34=-213 34) Reversal: 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: 1-7=-35, 14-17=-35, 17-22=-50, 22-28=-35, 28-31=-50, 8-31=-35 Concentrated Loads (lb) Vert: 9=-207 15=-207 16=-207 18=-207 19=-207 20=-207 21=-207 23=-207 24=-207 25=-207 26=-207 27=-207 29=-207 30=-207 32=-207 33=-207 34=-213 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 B20000636 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457766 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-FI824Boyze8WC2UiQBGrYG?vQugXvic35ohHGVzeyEO Scale = 1:22.5 1 2 32x4 2x4 2x4 4-8-7 4-8-7 0-0-43-11-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.38 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: 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 4-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-3, 3=4-8-3 Max Horz 1=97(LC 12) Max Uplift 3=-49(LC 12) Max Grav 1=166(LC 1), 3=172(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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 4-6-11 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 3,2020 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 B20000636 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457767 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-jViRIXpakyGNpC3u_un44UYDnI5pe9sDKSQqpxzeyEN Scale = 1:12.5 1 2 3 2x4 2x4 2x4 2-3-11 2-3-11 0-0-41-11-110.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.06 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 2-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-3-6, 3=2-3-6 Max Horz 1=41(LC 12) Max Uplift 3=-21(LC 12) Max Grav 1=70(LC 1), 3=73(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 3,2020 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 B20000636 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457768 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-jViRIXpakyGNpC3u_un44UY8BI2Ne8PDKSQqpxzeyEN Scale = 1:29.7 1 2 3 5 42x4 2x4 2x4 2x4 2x4 6-0-3 6-0-3 0-0-45-0-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.22 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 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. (size)1=5-11-14, 4=5-11-14, 5=5-11-14 Max Horz 1=125(LC 11) Max Uplift 1=-55(LC 10), 4=-27(LC 9), 5=-93(LC 12) Max Grav 1=82(LC 9), 4=139(LC 19), 5=328(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/223 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 5-10-7 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 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 3,2020 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 B20000636 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457769 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-BhGpVtqCVFOERMe5YcIJdh4KriOuNc6MZ6ANLNzeyEM Scale = 1:18.0 1 2 3 2x4 2x4 2x4 3-7-6 3-7-6 0-0-43-0-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.20 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 3-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-7-1, 3=3-7-1 Max Horz 1=72(LC 12) Max Uplift 3=-36(LC 12) Max Grav 1=123(LC 1), 3=127(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 3,2020 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 B20000636 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457770 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-ftqBjDqqGZW53WDH6JpYAvdae6n463MWnmvxtqzeyEL Scale = 1:7.9 1 2 3 4x6 1-2-9 1-2-9 0-0-41-0-210.00 12 Plate Offsets (X,Y)-- [1:0-2-9,0-0-0], [1:0-2-3,0-2-0], [2:0-1-12,0-1-7], [3:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.01 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: 3 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 1-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-2-4, 3=1-2-4 Max Horz 1=16(LC 12) Max Uplift 3=-8(LC 12) Max Grav 1=27(LC 1), 3=28(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 3,2020 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 B20000636 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457771 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-83OZwZrS0teyggoTf1Kni6AfRW44rV8f0QfUPGzeyEK Scale = 1:29.4 1 2 3 5 42x4 2x4 2x4 2x4 2x4 5-11-9 5-11-9 0-0-44-11-1010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.39 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 5-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-4, 4=5-11-4, 5=5-11-4 Max Horz 1=127(LC 12) Max Uplift 1=-45(LC 10), 4=-37(LC 12), 5=-93(LC 12) Max Grav 1=108(LC 12), 4=130(LC 19), 5=329(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/163 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp 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 5-9-13 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 3,2020 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 B20000636 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457772 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-83OZwZrS0teyggoTf1Kni6AgWW5TrWcf0QfUPGzeyEK Scale = 1:17.8 1 2 3 2x4 2x4 2x4 3-6-12 3-6-12 0-0-42-11-1010.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 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 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-6-7, 3=3-6-7 Max Horz 1=71(LC 12) Max Uplift 3=-36(LC 12) Max Grav 1=121(LC 1), 3=125(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 3,2020 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 B20000636 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457773 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-cGyx7vs5nAmpIpNgDks0FKiiNvKuazsoF3O2yizeyEJ Scale = 1:26.6 1 2 32x4 2x4 2x4 5-6-3 5-6-3 0-0-44-7-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.96 0.56 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: 16 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 5-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-14, 3=5-5-14 Max Horz 1=116(LC 12) Max Uplift 3=-59(LC 12) Max Grav 1=199(LC 1), 3=206(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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-4-7 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 3,2020 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 B20000636 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457774 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-4SWKLFtjYUugwzysnRNFnXF2WJmpJQ5yTj8bU9zeyEI Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 3-1-6 3-1-6 0-0-42-7-210.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.13 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: 8 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 3-1-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-1-1, 3=3-1-1 Max Horz 1=60(LC 12) Max Uplift 3=-30(LC 12) Max Grav 1=103(LC 1), 3=106(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 3,2020 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 B20000636 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457775 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-4SWKLFtjYUugwzysnRNFnXF4CJo7JQiyTj8bU9zeyEI Scale = 1:13.9 1 2 3 5 4 2x4 4x6 3x6 2x4 3-8-8 3-8-8 2-2-8 2-2-8 3-8-8 1-6-0 0-0-42-2-80-8-812.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.05 0.03 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: 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 OTHERS 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, 4=3-8-4, 5=3-8-4 Max Horz 1=38(LC 9) Max Uplift 1=-16(LC 13), 4=-22(LC 13) Max Grav 1=75(LC 20), 4=56(LC 20), 5=146(LC 19) 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, 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. March 3,2020 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 B20000636 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457776 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-Ye3iYatLJo0XX7X2L9uUKln5Cj2G2tL5iNt80bzeyEH Scale = 1:26.2 1 2 32x4 4x6 2x4 4-7-11 4-7-11 4-11-3 0-3-8 0-0-44-7-114-4-312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.44 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: 15 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 4-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-10-15, 3=4-10-15 Max Horz 1=123(LC 12) Max Uplift 3=-69(LC 12) Max Grav 1=177(LC 1), 3=186(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; 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 4-8-15 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 3,2020 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 B20000636 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457777 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-0rd4mwuz458N9H6EusPjtyKMS7SvnKbFx1diZ1zeyEG Scale = 1:17.9 1 2 3 2x4 4x6 2x4 2-11-11 2-11-11 3-3-3 0-3-8 0-0-42-11-112-8-312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.16 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: 9 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 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-2-15, 3=3-2-15 Max Horz 1=77(LC 12) Max Uplift 3=-43(LC 12) Max Grav 1=111(LC 1), 3=115(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; Common 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 3,2020 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 B20000636 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 201 Bridgemont Job Reference (optional) I40457778 8.240 s Feb 7 2020 MiTek Industries, Inc. Mon Mar 2 13:09:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:nRphsLFBOrV0RWcfVojnP7zezaP-0rd4mwuz458N9H6EusPjtyKQ27U1nKbFx1diZ1zeyEG Scale = 1:9.4 1 2 3 2x4 4x6 2x4 1-3-11 1-3-11 1-7-3 0-3-8 0-0-41-3-111-0-312.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-6-15, 3=1-6-15 Max Horz 1=30(LC 12) Max Uplift 3=-16(LC 12) Max Grav 1=44(LC 1), 3=44(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; Common 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 3,2020 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