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HomeMy WebLinkAbout48LV - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). July 14,2020 Liu, Xuegang Pages or sheets covered by this seal: I42023316 thru I42023408 My license renewal date for the state of Indiana is July 31, 2022. B20001926 Wedgewood 48 Laura Vista IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss CG01 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023316 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-YyueqFwg006QUEqWiLA2I5omAb9jnqCwlJmDm_yy7P? Scale = 1:21.0 1 2 3 5 4 2x4 4x6 2x4 4x6 3-4-63-4-6 -2-2-13 2-2-13 3-4-6 3-4-6 1-5-93-7-07.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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-P 0.26 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 3-4-6 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=140(LC 7) Max Uplift 5=-82(LC 10), 4=-116(LC 9) Max Grav 5=369(LC 1), 4=155(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-338/327 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=116. 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) 31 lb down and 16 lb up at -2-2-13, and 125 lb down and 124 lb up at 3-2-10 on top chord, and 30 lb down at 3-2-10 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=-27(F) 3=-25(B) 4=-15(B) July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023317 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-08R02bxInJEH5OPiG2iHqJKwa?VjWHR3_zVnIRyy7P_ Scale = 1:22.4 1 2 3 5 4 2x4 4x6 2x4 4x6 3-9-143-9-14 -2-2-13 2-2-13 3-9-14 3-9-14 1-5-93-10-83-7-00-3-83-10-87.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] 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-P 0.28 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 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 3-9-14 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=152(LC 7) Max Uplift 5=-85(LC 10), 4=-124(LC 9) Max Grav 5=399(LC 1), 4=177(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-364/332 WEBS 2-4=-79/251 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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) 5 except (jt=lb) 4=124. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 22 lb up at -2-2-13, and 132 lb down and 137 lb up at 3-8-2 on top chord, and 36 lb down at 3-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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) 3=-46(B) 4=-27(B) July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023318 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-UL?PFxywYdN8jX_vpmDWNWt16Pq3FlDCDdFKqtyy7Oz Scale = 1:13.0 1 2 3 4 5 6 7 2x4 2x4 3x4 3x4 5-2-25-2-2 -1-8-8 1-8-8 5-2-2 5-2-2 0-4-41-6-142.83 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-6] 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 0.55 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 2-4 2-4 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-4-15 Max Horz 2=69(LC 4) Max Uplift 4=-143(LC 4), 2=-214(LC 4) Max Grav 4=330(LC 1), 2=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-282/126 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; porch 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) except (jt=lb) 4=143, 2=214. 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) 250 lb down and 109 lb up at 3-3-8, and 14 lb down and 20 lb up at 2-5-4, and 14 lb down and 20 lb up at 2-5-4 on top chord, and 0 lb down and 17 lb up at 2-5-4, and 0 lb down and 17 lb up at 2-5-4 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: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 6=-250 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023319 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-uwhXtz_prYlia?iUVumD?9VaPcqkS3afvbT_QCyy7Ow Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 2221 3x4 3x6 4x6 4x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-11-021-11-0 -1-2-8 1-2-8 8-7-4 8-7-4 13-3-12 4-8-9 21-11-0 8-7-4 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [9:0-2-11,Edge], [13:0-3-2,0-2-0] 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-R 0.42 0.18 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.01 -0.01 0.01 (loc) 1 1 21 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 189 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 13-28,12-29,11-30,10-32,8-33,7-34,14-27: 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.): 9-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-28, 12-29, 11-30, 10-32, 8-33, 7-34, 14-27 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 39=338(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 28, 29, 30, 32, 35, 37, 27, 25, 24, 23 except 39=-328(LC 6), 21=-490(LC 9), 34=-128(LC 10), 36=-102(LC 10), 38=-311(LC 7), 26=-106(LC 11), 22=-392(LC 6) Max Grav All reactions 250 lb or less at joint(s) 29, 30, 32, 33, 34, 35, 36, 37, 27, 26, 25, 24, 23 except 39=386(LC 7), 21=501(LC 6), 28=253(LC 10), 38=333(LC 8), 22=445(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-39=-278/233, 2-3=-283/273, 5-6=-194/256, 6-7=-266/340, 7-8=-364/456, 8-9=-322/394, 9-10=-270/340, 10-11=-270/340, 11-12=-270/340, 12-13=-270/340, 13-14=-371/463, 14-15=-323/406, 15-16=-241/308, 19-20=-312/311, 20-21=-293/284 WEBS 13-28=-270/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-10-0, Corner(3R) 3-10-0 to 16-5-10, Corner(3E) 16-5-10 to 21-9-4 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) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 29, 30, 32, 35, 37, 27, 25, 24, 23 except (jt=lb) 39=328, 21=490, 34=128, 36=102, 38=311, 26=106, 22=392. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023320 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-N6Fv5I?RcstZC9Hg2bHSXM2lJ099BVHo8FDXzeyy7Ov Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 222325 24 26 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-013-3-0 -1-2-8 1-2-8 6-7-8 6-7-8 13-3-0 6-7-8 14-5-8 1-2-8 1-5-99-2-51-5-914.00 12 Plate Offsets (X,Y)-- [7:Edge,0-1-14], [14:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.23 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 13 13 14 13 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 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 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. JOINTS 1 Brace at Jt(s): 22 REACTIONS.All bearings 13-3-0. (lb) - Max Horz 21=-291(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 17 except 21=-165(LC 8), 14=-156(LC 9), 19=-102(LC 10), 20=-337(LC 10), 16=-103(LC 11), 15=-335(LC 11) Max Grav All reactions 250 lb or less at joint(s) 19, 16 except 21=401(LC 18), 14=394(LC 17), 18=455(LC 17), 20=271(LC 8), 17=451(LC 18), 15=265(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-296/140, 2-3=-284/176, 11-12=-281/172, 12-14=-291/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-11-8, Corner(3R) 3-11-8 to 9-3-8, Corner(3E) 9-3-8 to 14-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 17 except (jt=lb) 21=165, 14=156, 19=102, 20=337, 16=103, 15=335. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss GE03 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023321 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-nhw2jK1JvnF83c0Fkkr99?gG7D6kOoXEqDRCazyy7Os Scale = 1:74.9 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 4x6 8x8 3x8 3x4 3x4 3x4 3x8 3x4 3x4 3x6 2x4 5x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-7-48-7-4 11-7-123-0-9 13-3-01-7-4 20-3-07-0-0 -1-2-8 1-2-8 3-6-0 3-6-0 8-7-4 5-1-4 11-7-12 3-0-9 16-9-0 5-1-4 20-3-0 3-6-0 21-5-8 1-2-8 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge], [16:0-3-0,0-3-0], [24:0-1-2,0-0-8], [26:0-1-2,0-0-8], [28:0-1-2,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.56 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.27 0.01 0.01 (loc) 17-18 17-18 9 15-17 l/defl >999 >564 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-17,5-17,5-15: 2x4 SPF No.2, 2-18,7-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 21-22,23-24: 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 5-15 REACTIONS.All bearings 7-3-8 except (jt=length) 18=0-3-8, 14=0-3-8, 14=0-3-8. (lb) - Max Horz 18=354(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 18, 13, 14 except 9=-135(LC 10) Max Grav All reactions 250 lb or less at joint(s) 13, 12, 11, 10, 14, 14 except 18=808(LC 1), 9=715(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-596/251, 4-5=-448/246, 5-6=-542/264 BOT CHORD 17-18=-214/522, 15-17=-83/321, 14-15=-22/344, 13-14=-22/344, 12-13=-22/344, 11-12=-22/344, 10-11=-22/344, 9-10=-22/344 WEBS 3-17=-251/266, 5-17=-94/267, 6-15=-251/269, 3-18=-604/98, 6-9=-615/78 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 16-1-14, Exterior(2E) 16-1-14 to 21-5-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 13, 14 except (jt=lb) 9=135. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023322 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-FtUQwg2yg4N?gmbRHRMOiCCS8dYz7MBO3tBl6Pyy7Or Scale = 1:20.9 1 2 5 3 4 3x4 3x4 3-6-83-6-8 -1-2-8 1-2-8 3-6-8 3-6-8 0-10-143-6-123-1-43-6-129.00 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 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.02 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: 12 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 3-6-8 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=125(LC 10) Max Uplift 5=-4(LC 10), 3=-79(LC 10) Max Grav 5=231(LC 1), 3=97(LC 17), 4=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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023323 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-FtUQwg2yg4N?gmbRHRMOiCCS8dYz7MBO3tBl6Pyy7Or Scale = 1:20.9 1 2 5 3 4 3x4 3x4 3-6-83-6-8 -1-2-8 1-2-8 3-6-8 3-6-8 0-10-143-6-123-1-43-6-129.00 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 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.02 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: 12 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 3-6-8 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=125(LC 10) Max Uplift 5=-4(LC 10), 3=-79(LC 10) Max Grav 5=231(LC 1), 3=97(LC 17), 4=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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023324 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-j42o803aROVsIwAdr9tdEQlc51sJspRXHXwIeryy7Oq Scale = 1:22.3 1 4 2 3 3x12 3-11-33-11-3 3-11-3 3-11-3 0-10-143-10-43-4-123-10-49.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-1-12], [4:0-3-8,Edge], [4:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.02 0.02 (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: 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 3-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=102(LC 10) Max Uplift 2=-91(LC 10) Max Grav 4=149(LC 1), 2=118(LC 17), 3=72(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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023325 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-BGcBLM3CCidjw4lqPsOsndIsVRFlbGhhWBgsAIyy7Op Scale = 1:7.5 1 2 3 42x4 1-9-71-9-7 -1-2-8 1-2-8 1-9-7 1-9-7 0-4-40-11-60-4-30-7-30-11-64.00 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 0.11 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=44(LC 6) Max Uplift 3=-18(LC 10), 2=-97(LC 6), 4=-6(LC 6) Max Grav 3=26(LC 1), 2=170(LC 1), 4=35(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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 2, 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023326 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-BGcBLM3CCidjw4lqPsOsndIsVRFlbGhhWBgsAIyy7Op Scale = 1:7.5 1 2 3 42x4 1-9-71-9-7 -1-2-8 1-2-8 1-9-7 1-9-7 0-4-40-11-60-7-30-11-64.00 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 0.11 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=44(LC 6) Max Uplift 3=-18(LC 10), 2=-97(LC 6), 4=-6(LC 6) Max Grav 3=26(LC 1), 2=170(LC 1), 4=35(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 C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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, 2, 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M01 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023327 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-fSAZZi4qy?laXEJ0zZv5JrqrHrW0KhPqlrPPjkyy7Oo Scale = 1:47.4 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 5-9-0 5-9-0 1-5-98-2-17-10-90-3-88-2-114.00 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 0.87 0.35 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >615 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 32 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=291(LC 10) Max Uplift 4=-250(LC 10) Max Grav 5=310(LC 1), 4=279(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-304/217, 2-5=-255/56 BOT CHORD 4-5=-339/211 WEBS 2-4=-217/348 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=250. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023328 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8ekxm25SjJtR9OuCWHRKs2NBsEvj3ABzzV9zFAyy7On Scale = 1:21.4 1 2 3 4 5 2x4 3x8 4x6 2x4 3-8-43-8-4 -1-2-8 1-2-8 3-8-4 3-8-4 0-10-143-8-13-4-90-3-83-8-19.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-0-5] 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-MP 0.18 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 0.01 (loc) 5-8 5-8 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 5=0-1-8 Max Horz 2=137(LC 10) Max Uplift 2=-1(LC 10), 5=-82(LC 10) Max Grav 2=227(LC 1), 5=147(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5 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) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M03 Truss Type Monopitch Qty 6 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023329 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-crIJ_N64Ud?InXTP4_yZPGwKQeEeoaE7C9uWndyy7Om Scale = 1:21.7 1 2 3 4 5 76 8 15 16 2x4 3x8 4x6 2x4 3x4 6x10 3x4 5-11-45-11-4 7-11-42-0-0 -0-6-8 0-6-8 5-11-4 5-11-4 7-5-4 1-6-0 7-11-4 0-6-0 0-10-93-6-51-0-03-6-54.00 12 Plate Offsets (X,Y)-- [2:0-6-6,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.21 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.01 (loc) 7-13 7-13 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. REACTIONS. (size) 2=0-7-4, 15=0-3-0 Max Horz 2=110(LC 6) Max Uplift 2=-154(LC 6), 15=-184(LC 6) Max Grav 2=390(LC 1), 15=366(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-305/286, 4-5=-343/406 BOT CHORD 2-7=-367/290 WEBS 4-7=-393/494, 5-7=-714/554, 5-15=-369/430 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-6-8 to 4-9-2, Interior(1) 4-9-2 to 7-6-8 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=154, 15=184. 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) 120 lb down and 133 lb up at 5-11-4 on top 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: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 4=-120 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M04 Truss Type Monopitch Qty 9 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023330 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-crIJ_N64Ud?InXTP4_yZPGwH5eBDoRB7C9uWndyy7Om Scale = 1:26.4 1 2 3 4 6 5 7 8 2x4 6x6 3x6 3x4 2x4 6-4-156-4-15 12-3-85-10-9 -1-2-8 1-2-8 6-4-15 6-4-15 12-3-8 5-10-9 0-4-44-5-64.00 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 0.47 0.43 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.10 0.02 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. REACTIONS. (size) 5=0-3-8, 2=0-3-8 Max Horz 2=183(LC 6) Max Uplift 5=-235(LC 6), 2=-241(LC 6) Max Grav 5=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-888/587 BOT CHORD 2-6=-739/787, 5-6=-739/787 WEBS 3-6=-139/285, 3-5=-830/777 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-10-10, Exterior(2E) 6-10-10 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=235, 2=241. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M05 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023331 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-41rhBj6iFw79Oh2beiToxTSSH2XHXu7GRpe3J3yy7Ol Scale = 1:26.2 1 2 3 5 4 6 7 3x4 2x4 6x6 3x4 2x4 6-4-156-4-15 12-3-85-10-9 6-4-15 6-4-15 12-3-8 5-10-9 0-4-44-5-64.00 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 0.50 0.44 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.11 0.02 (loc) 1-5 1-5 4 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. REACTIONS. (size) 1=0-3-8, 4=0-3-8 Max Horz 1=164(LC 6) Max Uplift 1=-182(LC 6), 4=-238(LC 6) Max Grav 1=482(LC 1), 4=482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-892/641 BOT CHORD 1-5=-800/806, 4-5=-800/806 WEBS 2-5=-144/287, 2-4=-850/843 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 6-10-10, Exterior(2E) 6-10-10 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=182, 4=238. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M06 Truss Type MONOPITCH Qty 28 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023332 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-YDP4O37L0EF?0rdnCP_1Uh?cuStyGV1QgTNdsVyy7Ok Scale = 1:49.1 1 2 3 5 4 2x4 2x4 3x6 3x4 6-0-06-0-0 -1-2-8 1-2-8 6-0-0 6-0-0 1-5-98-5-98-2-10-3-88-5-914.00 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 0.51 0.35 0.19 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size) 5=0-3-8, 4=0-1-8 Max Horz 5=303(LC 10) Max Uplift 4=-258(LC 10) Max Grav 5=319(LC 1), 4=291(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-317/227, 2-5=-262/55 BOT CHORD 4-5=-350/222 WEBS 2-4=-227/358 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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=258. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M07 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023333 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-YDP4O37L0EF?0rdnCP_1Uh?bCStPGUNQgTNdsVyy7Ok Scale = 1:49.1 1 2 4 3 3x6 2x4 2x4 3x4 6-0-06-0-0 6-0-0 6-0-0 1-5-98-5-98-2-10-3-88-5-914.00 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 0.56 0.38 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 3-4 3-4 3 4 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 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS. (size) 4=0-3-8, 3=0-1-8 Max Horz 4=249(LC 10) Max Uplift 3=-258(LC 10) Max Grav 4=251(LC 19), 3=299(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/238 BOT CHORD 3-4=-295/272 WEBS 1-3=-278/302 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3 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) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=258. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M08 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023334 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-0QzScP8znYOse?C_l7VG0uYrosFi?_AZu77AOxyy7Oj Scale = 1:22.8 1 2 3 4 3x8 4x6 2x4 2x4 4-0-144-0-14 4-0-14 4-0-14 0-10-143-11-93-8-10-3-83-11-99.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-1] 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-MP 0.25 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.02 (loc) 4-7 4-7 1 l/defl >999 >999 n/a L/d 240 240 n/a 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 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 4=0-1-8 Max Horz 1=131(LC 9) Max Uplift 1=-1(LC 10), 4=-62(LC 10) Max Grav 1=167(LC 18), 4=187(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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) 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M09 Truss Type MONOPITCH Qty 12 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023335 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-UcXqpl9bYrWjF9nAJq0VZ641qFefkPBj7nskwOyy7Oi Scale = 1:23.0 1 2 3 5 4 2x4 2x4 3x6 3x4 1-4-01-4-0 -1-2-8 1-2-8 1-4-0 1-4-0 2-10-143-10-143-7-60-3-83-10-149.00 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-P 0.16 0.01 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-0 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=-95(LC 8) Max Uplift 5=-56(LC 8), 4=-157(LC 7) Max Grav 5=187(LC 18), 4=151(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-299/141 WEBS 2-4=-159/580 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5 except (jt=lb) 4=157. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss M10 Truss Type Monopitch Qty 5 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023336 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-yo5C159DJ9eatJMMtXXk6Jd2cfy3TugsMQcHSqyy7Oh Scale = 1:10.8 1 2 3 4 5 2x4 3x6 2x4 3-9-03-9-0 -1-2-8 1-2-8 3-9-0 3-9-0 0-4-41-7-41-3-120-3-81-7-44.00 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 0.80 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 2-4 2-4 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=0-1-8 Max Horz 2=69(LC 6) Max Uplift 2=-282(LC 6), 4=-133(LC 6) Max Grav 2=609(LC 1), 4=295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-261/344 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 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) 2=282, 4=133. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-5=-310, 3-5=-60, 2-4=-20 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB01 Truss Type Piggyback Qty 10 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023337 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Q?faERAr4TmRVSxYRF3zeXANu3J9CLY?a4Lq?Gyy7Og Scale = 1:25.5 1 2 3 4 5 6 4x6 2x4 2x4 2x4 6-7-66-7-6 3-3-11 3-3-11 6-7-6 3-3-11 0-5-103-8-130-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=5-7-3, 4=5-7-3, 6=5-7-3 Max Horz 2=-96(LC 6) Max Uplift 2=-46(LC 11), 4=-41(LC 11) Max Grav 2=153(LC 1), 4=153(LC 1), 6=168(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023338 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Q?faERAr4TmRVSxYRF3zeXAMT3JRCKw?a4Lq?Gyy7Og Scale = 1:26.5 12 34 5 6 10 9 8 7 11 4x8 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 14-4-1114-4-11 4-10-1 4-10-1 14-4-11 9-6-10 0-4-103-3-123-6-10-1-83-3-120-1-89.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6] 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 0.22 0.12 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-10. REACTIONS.All bearings 13-8-8. (lb) - Max Horz 2=130(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 9, 8 except 10=-102(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=262(LC 24), 10=288(LC 1), 8=325(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 4-10-1, Exterior(2R) 4-10-1 to 8-11-14, Exterior(2E) 8-11-14 to 14-3-7 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 8 except (jt=lb) 10=102. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023339 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-vBDzSnBTrmuI6cVl_yaCBkiXdTeBxmX9pk5OXjyy7Of Scale = 1:34.2 1 2 3 4 5 6 10 9 8 7 11 12 13 4x8 4x8 2x4 2x4 3x4 2x4 2x4 2x4 2x4 14-4-1114-4-11 7-11-7 7-11-7 11-8-11 3-9-4 14-4-11 2-8-0 0-4-105-7-125-10-10-1-83-10-10-1-85-7-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-1-6] 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 0.15 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 48 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-8-8. (lb) - Max Horz 2=183(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 9, 8 except 10=-175(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=395(LC 25), 10=435(LC 17), 8=347(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-288/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-7-0, Exterior(2R) 5-7-0 to 11-8-11, Exterior(2E) 11-8-11 to 14-3-7 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 7, 2, 9, 8 except (jt=lb) 10=175. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB04 Truss Type GABLE Qty 3 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023340 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NNmLf6C5c409km4xYg5RjyFgBtzOgCdI2Oqx39yy7Oe Scale = 1:46.8 1 2 3 4 5 6 10 9 8 7 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 14-4-1114-4-11 9-10-1 9-10-1 14-4-11 4-6-10 0-4-107-3-10-1-83-10-10-1-89.00 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 0.33 0.22 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-8. (lb) - Max Horz 2=209(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 7=-281(LC 18), 10=-222(LC 10), 8=-184(LC 11) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=395(LC 17), 10=596(LC 17), 8=575(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-365/267, 5-8=-328/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-10-1, Exterior(2R) 5-10-1 to 9-10-1, Exterior(2E) 9-10-1 to 14-3-7 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 7=281, 10=222, 8=184. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB05 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023341 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-raKjsSDkNO80Mwf76NcgG9nsJGIWPg0SH2aUbbyy7Od Scale = 1:44.9 1 2 3 4 5 6 7 11 10 9 8 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 3x4 19-8-219-8-2 9-10-1 9-10-1 19-8-2 9-10-1 0-4-107-3-10-1-80-4-100-1-89.00 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 0.31 0.22 0.17 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: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-3-12. (lb) - Max Horz 2=-183(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-222(LC 10), 8=-221(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=323(LC 20), 11=601(LC 17), 8=600(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-367/268, 5-8=-366/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-10-1, Exterior(2R) 5-10-1 to 13-10-1, Exterior(2E) 13-10-1 to 19-4-11 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=222, 8=221. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB06 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023342 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Jmu54oDM8hGtz4EKg57vpNK2TggI88obViJ281yy7Oc Scale = 1:34.1 1 2 34 5 6 7 8 13 12 11 10 9 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-8-219-8-2 19-8-2 19-8-2 0-4-103-3-123-6-10-1-80-4-100-1-83-3-129.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [6:0-4-0,0-1-6] 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 0.22 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.01 (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: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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 18-3-12. (lb) - Max Horz 2=-85(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 10, 9, 13, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 11, 7 except 10=348(LC 23), 9=327(LC 24), 13=272(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-266/130 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 4-10-1, Exterior(2R) 4-10-1 to 14-10-0, Exterior(2E) 14-10-0 to 19-4-11 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 10, 9, 13, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB07 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023343 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-F90sVUFcfJWbDNOinW9NuoPPdULQc15uz0o9Cwyy7Oa Scale = 1:36.8 1 2 3 4 5 6 78 13 12 11 10 9 14 15 16 17 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-8-219-8-2 19-8-2 19-8-2 0-4-105-7-125-10-10-1-80-4-100-1-85-7-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-1-6] 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 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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 18-3-12. (lb) - Max Horz 2=-145(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 10 except 13=-173(LC 10), 9=-171(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 13=436(LC 17), 9=434(LC 18), 11=372(LC 20), 10=367(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-287/214, 6-9=-286/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-7-0, Exterior(2R) 5-7-0 to 14-1-2, Exterior(2E) 14-1-2 to 19-4-11 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, 10 except (jt=lb) 13=173, 9=171. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB08 Truss Type Piggyback Qty 6 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023344 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-F90sVUFcfJWbDNOinW9NuoPQ8UNCc3Euz0o9Cwyy7Oa Scale: 3/4"=1' 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-8-94-8-9 2-4-4 2-4-4 4-8-9 2-4-4 0-5-102-7-80-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=3-8-5, 4=3-8-5, 6=3-8-5 Max Horz 2=-67(LC 6) Max Uplift 2=-31(LC 11), 4=-29(LC 11) Max Grav 2=103(LC 1), 4=103(LC 1), 6=110(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB09 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023345 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-jLaEiqGEQceSqXzvLDhcQ?ycnujILVe1CgYilMyy7OZ Scale = 1:11.1 1 2 3 4 5 3x4 2x4 2x4 3-0-93-0-9 1-6-4 1-6-4 3-0-9 1-6-4 0-5-101-7-130-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-3-1], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-0-5, 4=2-0-5 Max Horz 2=-41(LC 6) Max Uplift 2=-12(LC 10), 4=-12(LC 11) Max Grav 2=87(LC 1), 4=87(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB10 Truss Type GABLE Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023346 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-BX8cwAGsBwmIShY5vwCrzDVkqH2Z4yABQKHFHpyy7OY Scale = 1:34.7 1 2 3 45 67 89 10 11 17 16 15 14 13 12 18 19 5x6 3x6 3x4 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 19-8-219-8-2 1-8-12 1-8-12 17-11-6 16-2-10 19-8-2 1-8-12 0-4-100-11-121-2-10-1-80-4-100-1-80-11-129.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-0], [4:0-1-4,0-0-0] 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 0.19 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-12. REACTIONS.All bearings 18-3-12. (lb) - Max Horz 2=26(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 14, 16, 17, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 12, 10 except 13=346(LC 23), 14=309(LC 1), 16=336(LC 24), 17=258(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-13=-264/123, 5-16=-254/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 1-8-12, Exterior(2R) 1-8-12 to 9-2-11, Interior(1) 9-2-11 to 10-5-7, Exterior(2R) 10-5-7 to 17-11-6, Exterior(2E) 17-11-6 to 19-4-11 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, 12, 13, 14, 16, 17, 10. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PB11 Truss Type GABLE Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023347 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-gji_7WHVyEu94r7HSej4WQ1wkhNZpPRKf_1ppFyy7OX Scale = 1:25.8 1 2 3 4567 11 10 9 8 12 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 14-4-1114-4-11 1-8-12 1-8-12 14-4-11 12-7-15 0-4-100-11-121-2-10-1-80-11-120-1-89.00 12 Plate Offsets (X,Y)-- [3:0-3-0,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 0.12 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-8. (lb) - Max Horz 2=37(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 11 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 11 except 9=344(LC 24), 10=328(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-9=-257/119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 1-8-12, Exterior(2R) 1-8-12 to 8-11-14, Exterior(2E) 8-11-14 to 14-3-7 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8, 2, 9, 10, 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023348 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8wFMKsI7jX00i?hT0LEJ2ea675k7Ys9UuenMLhyy7OW Scale: 3/4"=1' 1 2 3 4 5 6 4x6 2x4 2x4 2x4 4-8-94-8-9 2-4-4 2-4-4 4-8-9 2-4-4 0-5-102-7-80-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 14 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 4-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=3-8-5, 4=3-8-5, 6=3-8-5 Max Horz 2=-67(LC 6) Max Uplift 2=-31(LC 11), 4=-29(LC 11) Max Grav 2=103(LC 1), 4=103(LC 1), 6=110(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PBE02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023349 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-c6plYBJlUr8tJ9Gga3lYbr7HmV4DHJed6IWwu8yy7OV Scale = 1:11.1 1 2 3 4 5 3x4 2x4 2x4 3-0-93-0-9 1-6-4 1-6-4 3-0-9 1-6-4 0-5-101-7-130-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-3-1], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-0-5, 4=2-0-5 Max Horz 2=-41(LC 6) Max Uplift 2=-12(LC 10), 4=-12(LC 11) Max Grav 2=87(LC 1), 4=87(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023350 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-4IN7lXKNF9HkxIrs8mGn73fS9vQp0m_mLyGTQayy7OU Scale = 1:25.5 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-7-66-7-6 3-3-11 3-3-11 6-7-6 3-3-11 0-5-103-8-130-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:Edge,0-1-14], [6:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-7-3. (lb) - Max Horz 2=96(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2 except 10=-124(LC 10), 8=-123(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=124, 8=123. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T01 Truss Type Piggyback Base Qty 5 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023351 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-YVxVztK?0SPbZSQ2hUn0gGCVeIb7l3fwac?0y0yy7OT Scale = 1:68.8 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 4x6 8x8 2x4 3x6 3x8 4x6 3x4 4x6 3x4 4x8 4x8 8-7-48-7-4 13-3-124-8-9 21-11-08-7-4 -1-2-8 1-2-8 3-7-0 3-7-0 8-7-4 5-0-4 13-3-12 4-8-9 18-4-0 5-0-4 21-11-0 3-7-0 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [3:0-2-6,0-2-1], [4:0-3-2,0-2-0], [5:0-2-11,Edge], [6:0-2-6,0-2-1] 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 0.72 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.38 0.02 0.02 (loc) 8-9 8-9 8 9 l/defl >999 >689 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 2x3 SPF No.2 *Except* 4-11,5-11,5-9: 2x4 SPF No.2, 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 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) 12=0-3-8, 8=0-3-8 Max Horz 12=338(LC 7) Max Uplift 12=-85(LC 10), 8=-62(LC 10) Max Grav 12=1041(LC 2), 8=972(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/116, 3-4=-822/248, 4-5=-543/241, 5-6=-828/248, 6-7=-293/80, 2-12=-345/120, 7-8=-261/67 BOT CHORD 11-12=-224/672, 9-11=-62/522, 8-9=-23/518 WEBS 3-11=-228/268, 4-11=-92/364, 5-9=-106/397, 6-9=-230/269, 3-12=-736/78, 6-8=-724/108 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 16-5-10, Exterior(2E) 16-5-10 to 21-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 12, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T02 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023352 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-0hVtADLdnmXSAc?FFBJFDUlaai_6UZU3pGlaUSyy7OS Scale = 1:69.9 1 2 3 4 56 13 12 11 10 9 8 7 14 15 16 17 2x4 3x4 8x8 6x18 MT18HS 2x4 3x6 3x4 3x4 3x6 3x8 3x4 3x4 3x6 2-9-122-9-12 8-0-05-2-4 14-5-126-5-12 21-9-27-3-6 28-11-87-2-6 2-9-12 2-9-12 8-0-0 5-2-4 13-2-4 5-2-4 21-9-2 8-6-14 28-11-8 7-2-6 2-10-1010-7-410-9-910-7-49.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:1-2-15,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 0.95 0.54 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.17 -0.01 0.01 (loc) 7-8 7-8 7 11-12 l/defl >999 >983 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 155 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7,4-9,5-9,5-8,6-8: 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.): 1-2, 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-9, 4-9, 5-9, 5-8 REACTIONS. (size) 13=0-3-8, 7=0-3-8, 9=0-3-8 Max Horz 13=309(LC 10) Max Uplift 7=-124(LC 6), 9=-223(LC 10) Max Grav 13=454(LC 2), 7=557(LC 26), 9=1647(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-423/0, 1-2=-373/0, 2-3=-314/0, 3-4=-83/292, 6-7=-414/158 BOT CHORD 12-13=-309/170, 11-12=-271/466, 9-11=-172/263 WEBS 1-12=0/522, 3-11=0/355, 3-9=-598/226, 4-9=-502/193, 5-9=-699/107, 6-8=-104/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 2-9-12, Interior(1) 2-9-12 to 7-10-10, Exterior(2R) 7-10-10 to 18-5-13, Interior(1) 18-5-13 to 23-6-10, Exterior(2E) 23-6-10 to 28-10-4 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 4 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=124, 9=223. 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, 16, 17, 18, 19, 20, 25, 26 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 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-6=-50, 11-13=-35, 11-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T02 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023352 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:45 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-0hVtADLdnmXSAc?FFBJFDUlaai_6UZU3pGlaUSyy7OS LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-3=19, 3-4=26, 4-14=26, 6-14=19, 7-13=-12 Horz: 1-2=-31, 2-3=-31, 3-4=-38 Drag: 4-14=0, 5-14=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-42, 7-13=-20 Horz: 1-2=22, 2-4=22 Drag: 4-5=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=-15, 4-6=28, 7-13=-12 Horz: 1-2=-40, 2-4=3 Drag: 4-5=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=28, 7-13=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=-34, 4-6=8, 7-13=-20 Horz: 1-2=-28, 2-4=14 Drag: 4-5=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=8, 7-13=-20 Horz: 1-2=-11, 2-4=-11 Drag: 4-5=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-6=11, 7-13=-12 Horz: 1-2=-40, 2-4=-40 Drag: 4-5=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=11, 7-13=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-6=11, 7-13=-12 Horz: 1-2=-40, 2-4=-40 Drag: 4-5=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=11, 7-13=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=8, 4-6=-9, 7-13=-20 Horz: 1-2=-28, 2-4=-28 Drag: 4-5=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=-9, 7-13=-20 Horz: 1-2=-11, 2-4=-11 Drag: 4-5=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 11-13=-40, 11-15=-60, 15-16=-40, 8-16=-60, 8-17=-40, 7-17=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-61, 4-6=-29, 11-13=-35, 11-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-21, 2-4=11 Drag: 4-5=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T02 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023352 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:45 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-0hVtADLdnmXSAc?FFBJFDUlaai_6UZU3pGlaUSyy7OS LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-29, 11-13=-35, 11-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-8, 2-4=-8 Drag: 4-5=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-29, 4-6=-42, 11-13=-35, 11-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-21, 2-4=-21 Drag: 4-5=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-42, 11-13=-35, 11-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 Horz: 1-2=-8, 2-4=-8 Drag: 4-5=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 7-13=-12 Horz: 1-2=16, 2-4=16 Drag: 4-5=-0 22) 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, 4-6=4, 7-13=-12 Horz: 1-2=-16, 2-4=-16 Drag: 4-5=0 25) 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, 4-6=-50, 11-13=-35, 11-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 26) 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, 4-6=-50, 11-13=-35, 11-15=-50, 15-16=-35, 8-16=-50, 8-17=-35, 7-17=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023353 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-y4ddbvNuJNnAQw9dNcLjIvq_EWYuyTyMGaEgZLyy7OQ Scale = 1:70.2 1 2 3 456 12 11 10 9 8 7 13 14 15 16 17 18 2x4 3x6 6x6 2x4 3x6 4x8 3x4 3x4 6x8 2x4 3x8 3x6 3-8-73-8-7 14-5-1210-9-5 14-6-130-1-1 21-9-27-2-6 28-11-87-2-6 3-8-7 3-8-7 9-0-0 5-3-9 14-6-13 5-6-13 21-9-2 7-2-6 28-11-8 7-2-6 3-6-1011-10-09.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:0-4-0,0-1-6] 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 0.97 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.69 -0.01 0.02 (loc) 9-11 9-11 7 9-11 l/defl >405 >253 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 6-7,4-9,4-8,5-8,6-8: 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.): 1-2, 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-9, 4-9, 5-8 REACTIONS. (size) 12=0-3-8, 7=0-3-8, 9=0-3-8 Max Horz 12=330(LC 10) Max Uplift 7=-154(LC 7), 9=-211(LC 10) Max Grav 12=529(LC 2), 7=542(LC 2), 9=1585(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-582/0, 1-2=-527/0, 2-3=-749/16, 6-7=-408/190 BOT CHORD 11-12=-333/181 WEBS 1-11=0/721, 2-11=-610/117, 3-11=-83/656, 3-9=-527/280, 4-9=-820/166, 4-8=-60/532, 5-8=-499/240, 6-8=-130/288 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 3-8-7, Interior(1) 3-8-7 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 23-6-2, Exterior(2E) 23-6-2 to 28-9-12 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) 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) except (jt=lb) 7=154, 9=211. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20, 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. 8) 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: 1-2=-50, 2-4=-50, 4-6=-50, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023353 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:47 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-y4ddbvNuJNnAQw9dNcLjIvq_EWYuyTyMGaEgZLyy7OQ LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=19, 2-13=19, 4-13=26, 4-14=26, 6-14=19, 7-12=-12 Horz: 2-13=-31, 4-13=-38 Drag: 1-2=-0, 4-14=-0, 5-14=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-42, 7-12=-20 Horz: 2-4=22 Drag: 1-2=0, 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=-15, 4-6=28, 7-12=-12 Horz: 2-4=3 Drag: 1-2=-1, 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=28, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=-34, 4-6=8, 7-12=-20 Horz: 2-4=14 Drag: 1-2=-0, 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=8, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-1, 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-1, 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=8, 4-6=-9, 7-12=-20 Horz: 2-4=-28 Drag: 1-2=-0, 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=-9, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 12-15=-40, 15-16=-60, 9-16=-40, 9-17=-60, 17-18=-40, 7-18=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-61, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=11 Drag: 1-2=-0, 4-5=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023353 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:47 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-y4ddbvNuJNnAQw9dNcLjIvq_EWYuyTyMGaEgZLyy7OQ LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-29, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-21 Drag: 1-2=-0, 4-5=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 7-12=-12 Horz: 2-4=16 Drag: 1-2=0, 4-5=0 22) 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, 4-6=4, 7-12=-12 Horz: 2-4=-16 Drag: 1-2=-0, 4-5=-0 23) 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=19, 2-13=19, 4-13=26, 4-14=26, 6-14=19, 7-12=-12 Horz: 2-13=-31, 4-13=-38 Drag: 1-2=-0, 4-14=-0, 5-14=-0 24) 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=-42, 2-4=-42, 4-6=-42, 7-12=-20 Horz: 2-4=22 Drag: 1-2=0, 4-5=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=-15, 4-6=28, 7-12=-12 Horz: 2-4=3 Drag: 1-2=-1, 4-5=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=28, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=-34, 4-6=8, 7-12=-20 Horz: 2-4=14 Drag: 1-2=-0, 4-5=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=8, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 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=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-1, 4-5=-0 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=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 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=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-1, 4-5=-0 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=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023353 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:47 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-y4ddbvNuJNnAQw9dNcLjIvq_EWYuyTyMGaEgZLyy7OQ LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=8, 2-4=8, 4-6=-9, 7-12=-20 Horz: 2-4=-28 Drag: 1-2=-0, 4-5=-0 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=-9, 2-4=-9, 4-6=-9, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 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=-29, 2-4=-61, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=11 Drag: 1-2=-0, 4-5=-0 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=-42, 2-4=-42, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 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=-29, 2-4=-29, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-21 Drag: 1-2=-0, 4-5=-0 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=-42, 2-4=-42, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 7-12=-12 Horz: 2-4=16 Drag: 1-2=0, 4-5=0 40) 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, 4-6=4, 7-12=-12 Horz: 2-4=-16 Drag: 1-2=-0, 4-5=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RGA0pFNW4hv114kqwJsyq6N90wwQhv5WVEzE5nyy7OP Scale = 1:70.2 1 2 3 456 12 11 10 9 8 7 13 14 15 16 17 18 2x4 3x4 6x6 2x4 3x6 4x8 3x4 3x4 6x8 2x4 3x8 3x6 4-7-24-7-2 14-5-129-10-10 14-6-130-1-1 21-9-27-2-6 28-11-87-2-6 4-7-2 4-7-2 9-0-0 4-4-14 14-6-13 5-6-13 21-9-2 7-2-6 28-11-8 7-2-6 4-2-1011-10-09.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:0-4-0,0-1-6] 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 0.89 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.61 -0.01 0.01 (loc) 9-11 9-11 7 9-11 l/defl >457 >287 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-7,4-9,4-8,5-8,6-8: 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.): 1-2, 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-9, 4-9, 5-8 REACTIONS. (size) 12=0-3-8, 7=0-3-8, 9=0-3-8 Max Horz 12=304(LC 10) Max Uplift 12=-2(LC 6), 7=-154(LC 7), 9=-205(LC 10) Max Grav 12=524(LC 2), 7=541(LC 2), 9=1586(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-518/8, 1-2=-456/0, 2-3=-640/0, 6-7=-403/190 BOT CHORD 11-12=-307/170 WEBS 1-11=0/606, 2-11=-552/101, 3-11=-69/595, 3-9=-521/262, 4-9=-832/168, 4-8=-67/537, 5-8=-499/240, 6-8=-130/286 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-4 to 4-7-2, Interior(1) 4-7-2 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 23-6-2, Exterior(2E) 23-6-2 to 28-9-12 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) 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) 12 except (jt=lb) 7=154, 9=205. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20, 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. 8) 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: 1-2=-50, 2-4=-50, 4-6=-50, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RGA0pFNW4hv114kqwJsyq6N90wwQhv5WVEzE5nyy7OP LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=19, 2-13=19, 4-13=26, 4-14=26, 6-14=19, 7-12=-12 Horz: 2-13=-31, 4-13=-38 Drag: 1-2=-0, 4-14=-0, 5-14=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-42, 7-12=-20 Horz: 2-4=22 Drag: 1-2=0, 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=-15, 4-6=28, 7-12=-12 Horz: 2-4=3 Drag: 1-2=-0, 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=28, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=-34, 4-6=8, 7-12=-20 Horz: 2-4=14 Drag: 1-2=-0, 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=8, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-0, 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-0, 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=8, 4-6=-9, 7-12=-20 Horz: 2-4=-28 Drag: 1-2=-0, 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=-9, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 12-15=-40, 15-16=-60, 9-16=-40, 9-17=-60, 17-18=-40, 7-18=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-61, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=11 Drag: 1-2=-0, 4-5=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:48 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RGA0pFNW4hv114kqwJsyq6N90wwQhv5WVEzE5nyy7OP 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) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-29, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-21 Drag: 1-2=-0, 4-5=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 7-12=-12 Horz: 2-4=16 Drag: 1-2=0, 4-5=0 22) 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, 4-6=4, 7-12=-12 Horz: 2-4=-16 Drag: 1-2=-0, 4-5=-0 23) 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=19, 2-13=19, 4-13=26, 4-14=26, 6-14=19, 7-12=-12 Horz: 2-13=-31, 4-13=-38 Drag: 1-2=-0, 4-14=-0, 5-14=-0 24) 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=-42, 2-4=-42, 4-6=-42, 7-12=-20 Horz: 2-4=22 Drag: 1-2=0, 4-5=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=-15, 4-6=28, 7-12=-12 Horz: 2-4=3 Drag: 1-2=-0, 4-5=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-6=28, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=-34, 4-6=8, 7-12=-20 Horz: 2-4=14 Drag: 1-2=-0, 4-5=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-6=8, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 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=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-0, 4-5=-0 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=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 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=28, 2-4=28, 4-6=11, 7-12=-12 Horz: 2-4=-40 Drag: 1-2=-0, 4-5=-0 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=11, 2-4=11, 4-6=11, 7-12=-12 Horz: 2-4=-23 Drag: 1-2=-0, 4-5=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023354 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:48 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RGA0pFNW4hv114kqwJsyq6N90wwQhv5WVEzE5nyy7OP LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=8, 2-4=8, 4-6=-9, 7-12=-20 Horz: 2-4=-28 Drag: 1-2=-0, 4-5=-0 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=-9, 2-4=-9, 4-6=-9, 7-12=-20 Horz: 2-4=-11 Drag: 1-2=-0, 4-5=-0 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=-29, 2-4=-61, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=11 Drag: 1-2=-0, 4-5=-0 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=-42, 2-4=-42, 4-6=-29, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 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=-29, 2-4=-29, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-21 Drag: 1-2=-0, 4-5=-0 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=-42, 2-4=-42, 4-6=-42, 12-15=-35, 15-16=-50, 9-16=-35, 9-17=-50, 17-18=-35, 7-18=-50 Horz: 2-4=-8 Drag: 1-2=-0, 4-5=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-4=-28, 4-6=-28, 7-12=-12 Horz: 2-4=16 Drag: 1-2=0, 4-5=0 40) 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, 4-6=4, 7-12=-12 Horz: 2-4=-16 Drag: 1-2=-0, 4-5=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023355 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NfImDwPmcI9lHNuC2kuQvXSVWjeC9q?oyYSLAgyy7ON Scale = 1:70.2 1 2 3 4 567 13 12 11 10 9 8 14 15 16 17 18 19 2x4 5x12 6x6 2x4 3x6 4x8 3x6 3x4 6x8 2x4 3x8 3x6 3x6 5-5-125-5-12 14-5-129-0-0 14-6-130-1-1 21-9-27-2-6 28-11-87-2-6 2-0-0 2-0-0 5-5-12 3-5-12 9-0-0 3-6-4 14-6-13 5-6-13 21-9-2 7-2-6 28-11-8 7-2-6 4-4-44-10-1011-10-04.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-11], [3:0-2-2,Edge], [5:0-4-0,0-1-6] 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 0.74 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.41 -0.01 0.01 (loc) 10-12 10-12 8 12 l/defl >670 >422 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-12,3-12,4-12,4-10,2-13: 2x3 SPF No.2, 1-13: 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.): 2-3, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 7-8, 4-10, 5-10, 6-9 REACTIONS. (size) 8=0-3-8, 10=0-3-8, 13=0-3-8 Max Horz 13=297(LC 10) Max Uplift 8=-149(LC 7), 10=-207(LC 10), 13=-14(LC 6) Max Grav 8=569(LC 2), 10=1525(LC 2), 13=546(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/0, 3-4=-563/4, 7-8=-427/233 BOT CHORD 12-13=-333/220 WEBS 2-12=0/404, 3-12=-465/79, 4-12=-86/538, 4-10=-511/283, 5-10=-789/286, 5-9=-72/514, 6-9=-499/264, 7-9=-144/322, 2-13=-505/13 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-12, Interior(1) 5-5-12 to 9-0-0, Exterior(2R) 9-0-0 to 19-10-6, Interior(1) 19-10-6 to 23-6-2, Exterior(2E) 23-6-2 to 28-9-12 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) 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) 13 except (jt=lb) 8=149, 10=207. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20, 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. 8) 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: 1-2=-50, 2-3=-50, 3-5=-50, 5-7=-50, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023355 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:50 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NfImDwPmcI9lHNuC2kuQvXSVWjeC9q?oyYSLAgyy7ON LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=38, 2-3=38, 3-4=26, 4-5=35, 5-14=35, 14-15=26, 7-15=38, 8-13=-12 Horz: 1-2=-50, 3-4=-38, 4-5=-47 Drag: 2-3=0, 5-14=-0, 6-14=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-5=-35, 5-7=-35, 8-13=-20 Horz: 1-2=15, 3-5=15 Drag: 2-3=-0, 5-6=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-5=-15, 5-7=28, 8-13=-12 Horz: 1-2=-40, 3-5=3 Drag: 2-3=0, 5-6=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-5=11, 5-7=28, 8-13=-12 Horz: 1-2=-27, 3-5=-23 Drag: 2-3=0, 5-6=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-5=-34, 5-7=8, 8-13=-20 Horz: 1-2=-28, 3-5=14 Drag: 2-3=0, 5-6=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-5=-9, 5-7=8, 8-13=-20 Horz: 1-2=-16, 3-5=-11 Drag: 2-3=0, 5-6=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-5=28, 5-7=11, 8-13=-12 Horz: 1-2=-40, 3-5=-40 Drag: 2-3=0, 5-6=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-5=11, 5-7=11, 8-13=-12 Horz: 1-2=-23, 3-5=-23 Drag: 2-3=0, 5-6=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-5=28, 5-7=11, 8-13=-12 Horz: 1-2=-40, 3-5=-40 Drag: 2-3=0, 5-6=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-5=11, 5-7=11, 8-13=-12 Horz: 1-2=-23, 3-5=-23 Drag: 2-3=0, 5-6=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-5=8, 5-7=-9, 8-13=-20 Horz: 1-2=-28, 3-5=-28 Drag: 2-3=0, 5-6=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-5=-9, 5-7=-9, 8-13=-20 Horz: 1-2=-11, 3-5=-11 Drag: 2-3=0, 5-6=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-5=-20, 5-7=-20, 13-16=-40, 16-17=-60, 10-17=-40, 10-18=-60, 18-19=-40, 8-19=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 3-5=-61, 5-7=-29, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-21, 3-5=11 Drag: 2-3=0, 5-6=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-3=-42, 3-5=-42, 5-7=-29, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-12, 3-5=-8 Drag: 2-3=0, 5-6=-0 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023355 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:50 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NfImDwPmcI9lHNuC2kuQvXSVWjeC9q?oyYSLAgyy7ON 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) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 3-5=-29, 5-7=-42, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-21, 3-5=-21 Drag: 2-3=0, 5-6=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-42, 3-5=-42, 5-7=-42, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-8, 3-5=-8 Drag: 2-3=0, 5-6=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-5=-28, 5-7=-28, 8-13=-12 Horz: 1-2=16, 3-5=16 Drag: 2-3=-0, 5-6=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-5=4, 5-7=4, 8-13=-12 Horz: 1-2=-16, 3-5=-16 Drag: 2-3=0, 5-6=-0 23) 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=38, 2-3=38, 3-4=26, 4-5=35, 5-14=35, 14-15=26, 7-15=38, 8-13=-12 Horz: 1-2=-50, 3-4=-38, 4-5=-47 Drag: 2-3=0, 5-14=-0, 6-14=-0 24) 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=-35, 2-3=-35, 3-5=-35, 5-7=-35, 8-13=-20 Horz: 1-2=15, 3-5=15 Drag: 2-3=-0, 5-6=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-5=-15, 5-7=28, 8-13=-12 Horz: 1-2=-40, 3-5=3 Drag: 2-3=0, 5-6=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-5=11, 5-7=28, 8-13=-12 Horz: 1-2=-27, 3-5=-23 Drag: 2-3=0, 5-6=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-5=-34, 5-7=8, 8-13=-20 Horz: 1-2=-28, 3-5=14 Drag: 2-3=0, 5-6=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-5=-9, 5-7=8, 8-13=-20 Horz: 1-2=-16, 3-5=-11 Drag: 2-3=0, 5-6=-0 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=28, 2-3=28, 3-5=28, 5-7=11, 8-13=-12 Horz: 1-2=-40, 3-5=-40 Drag: 2-3=0, 5-6=-0 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=11, 2-3=11, 3-5=11, 5-7=11, 8-13=-12 Horz: 1-2=-23, 3-5=-23 Drag: 2-3=0, 5-6=-0 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=28, 2-3=28, 3-5=28, 5-7=11, 8-13=-12 Horz: 1-2=-40, 3-5=-40 Drag: 2-3=0, 5-6=-0 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=11, 2-3=11, 3-5=11, 5-7=11, 8-13=-12 Horz: 1-2=-23, 3-5=-23 Drag: 2-3=0, 5-6=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023355 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:50 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NfImDwPmcI9lHNuC2kuQvXSVWjeC9q?oyYSLAgyy7ON LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-5=8, 5-7=-9, 8-13=-20 Horz: 1-2=-28, 3-5=-28 Drag: 2-3=0, 5-6=-0 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=-9, 2-3=-9, 3-5=-9, 5-7=-9, 8-13=-20 Horz: 1-2=-11, 3-5=-11 Drag: 2-3=0, 5-6=-0 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=-29, 2-3=-29, 3-5=-61, 5-7=-29, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-21, 3-5=11 Drag: 2-3=0, 5-6=-0 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=-38, 2-3=-42, 3-5=-42, 5-7=-29, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-12, 3-5=-8 Drag: 2-3=0, 5-6=-0 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=-29, 2-3=-29, 3-5=-29, 5-7=-42, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-21, 3-5=-21 Drag: 2-3=0, 5-6=-0 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=-42, 2-3=-42, 3-5=-42, 5-7=-42, 13-16=-35, 16-17=-50, 10-17=-35, 10-18=-50, 18-19=-35, 8-19=-50 Horz: 1-2=-8, 3-5=-8 Drag: 2-3=0, 5-6=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-5=-28, 5-7=-28, 8-13=-12 Horz: 1-2=16, 3-5=16 Drag: 2-3=-0, 5-6=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-5=4, 5-7=4, 8-13=-12 Horz: 1-2=-16, 3-5=-16 Drag: 2-3=0, 5-6=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023356 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-nE_vsyReuDXJ8rcnjtS7X94yqxeIM8AFeVh?m?yy7OK Scale = 1:70.2 1 2 3 4 567 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 2x4 6x6 4x8 6x6 3x6 2x4 2x4 5x8 3x6 4x6 5x8 3x4 4x8 3x12 5x12 4x6 4x6 4-0-04-0-0 6-4-72-4-7 14-6-138-2-6 19-2-84-7-11 20-8-81-6-0 28-11-88-3-0 4-0-0 4-0-0 6-4-7 2-4-7 9-0-0 2-7-9 14-6-13 5-6-13 19-2-8 4-7-11 20-8-8 1-6-0 28-11-8 8-3-0 4-4-45-6-1011-10-02-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-2], [5:0-6-0,0-2-0], [11:0-6-0,0-3-8], [12:0-2-8,0-2-8] 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 0.93 0.78 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.36 0.05 0.05 (loc) 14-16 14-16 9 14-16 l/defl >999 >966 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 8-9,5-14,5-12,8-11: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 2-3, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-8 oc bracing: 16-17 8-5-11 oc bracing: 14-16. 1 Row at midpt 6-12, 7-11 WEBS 1 Row at midpt 8-9, 4-14, 9-11, 8-11, 2-17 REACTIONS. (size) 9=0-3-8, 17=0-3-8 Max Horz 17=297(LC 10) Max Uplift 9=-214(LC 7), 17=-86(LC 10) Max Grav 9=1238(LC 2), 17=1257(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1182/211, 3-4=-1511/285, 4-5=-1093/284, 5-6=-842/299, 6-7=-839/297, 7-8=-795/287, 8-9=-1092/460 BOT CHORD 16-17=-466/799, 14-16=-474/1067, 11-12=-288/802, 7-11=-672/343 WEBS 2-16=-48/980, 3-16=-948/184, 4-16=-42/392, 4-14=-462/270, 5-14=-23/317, 12-14=-325/871, 7-12=-73/302, 8-11=-439/1210, 2-17=-1341/219 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 6-4-7, Interior(1) 6-4-7 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 23-6-2, Exterior(2E) 23-6-2 to 28-9-12 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) 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) 17 except (jt=lb) 9=214. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023357 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-jc6fHeTvQrn1N8mArIUbca9IKkMsq4OX6pA6rtyy7OI Scale = 1:74.0 1 2 3 456 7 17 16 15 14 13 12 11 10 98 18 19 20 21 22 6x6 6x6 6x6 2x4 3x6 2x4 2x4 5x8 3x6 4x6 3x8 3x6 5x8 3x12 5x12 4x6 4x8 6-0-06-0-0 7-3-21-3-2 14-6-137-3-11 19-2-84-7-11 20-8-81-6-0 28-11-88-3-0 6-0-0 6-0-0 7-3-2 1-3-2 14-6-13 7-3-11 19-2-8 4-7-11 20-8-8 1-6-0 28-11-8 8-3-0 4-4-46-2-1011-10-02-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-0], [10:0-6-0,0-3-8], [11:0-2-8,0-2-8], [16:0-2-8,0-1-8] 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 0.93 0.64 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.33 0.04 0.05 (loc) 8-9 8-9 8 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,4-13,4-11,7-10: 2x4 SPF No.2, 1-17: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 2-3, 4-7. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. Except: 1 Row at midpt 6-10 WEBS 1 Row at midpt 7-8, 3-13, 8-10, 7-10 REACTIONS. (size) 8=0-3-8, 17=0-3-8 Max Horz 17=296(LC 10) Max Uplift 8=-216(LC 7), 17=-87(LC 10) Max Grav 8=1230(LC 2), 17=1247(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1099/213, 2-3=-1146/255, 3-4=-1080/257, 4-5=-834/301, 5-6=-830/300, 6-7=-789/290, 7-8=-1084/464, 1-17=-1158/267 BOT CHORD 16-17=-352/133, 15-16=-493/1020, 13-15=-511/1164, 10-11=-292/795, 6-10=-672/347 WEBS 2-16=-607/122, 2-15=-75/762, 3-15=-528/152, 3-13=-474/251, 4-13=0/250, 11-13=-336/855, 6-11=-70/280, 7-10=-444/1199, 1-16=-170/1210 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 6-0-0, Exterior(2E) 6-0-0 to 7-3-2, Interior(1) 7-3-2 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 23-6-2, Exterior(2E) 23-6-2 to 28-9-12 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) 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) 17 except (jt=lb) 8=216. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023358 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-g?DPhKU9yS1lcSwYyiW3i?Ee_Y2xI?ZqZ7fCvmyy7OG Scale = 1:71.8 1 2 345 11 10 9 876 12 13 14 15 16 17 18 3x6 3x4 3x6 3x6 6x10 4x8 2x4 5x8 4x6 3x6 6x6 8-0-08-0-0 8-1-120-1-12 14-6-136-5-0 21-9-27-2-6 28-11-87-2-6 8-0-0 8-0-0 8-1-12 0-1-12 14-6-13 6-5-0 21-9-2 7-2-6 28-11-8 7-2-6 4-4-47-1-511-10-04.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [10:0-2-8,0-1-8] 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 0.92 0.67 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.02 0.04 (loc) 6-7 10-11 6 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8,1-10,2-10: 2x3 SPF No.2, 1-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 1 Row at midpt 5-6, 2-8, 3-7, 4-7, 5-7 REACTIONS. (size) 6=0-3-8, 11=0-3-8 Max Horz 11=300(LC 10) Max Uplift 6=-220(LC 7), 11=-86(LC 10) Max Grav 6=1338(LC 2), 11=1282(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1293/215, 2-3=-1143/271, 3-4=-649/204, 4-5=-649/204, 5-6=-1193/441, 1-11=-1158/261 BOT CHORD 10-11=-350/139, 8-10=-476/1172, 7-8=-310/842 WEBS 2-8=-482/238, 3-8=-96/622, 3-7=-396/200, 4-7=-493/258, 5-7=-387/1228, 1-10=-138/1268, 2-10=-345/162 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 23-6-10, Exterior(2E) 23-6-10 to 28-10-4 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) 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) 11 except (jt=lb) 6=220. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20, 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. 8) 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: 1-2=-50, 2-3=-50, 3-5=-50, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023358 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-g?DPhKU9yS1lcSwYyiW3i?Ee_Y2xI?ZqZ7fCvmyy7OG LOAD CASE(S) Standard Except: 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=38, 2-12=26, 2-13=26, 3-13=35, 3-14=35, 14-15=26, 5-15=38, 6-11=-12 Horz: 1-12=-50, 2-12=-38, 2-13=-38, 3-13=-47 Drag: 3-14=-0, 4-14=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-5=-35, 6-11=-20 Horz: 1-2=15, 2-3=15 Drag: 3-4=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-5=28, 6-11=-12 Horz: 1-2=-40, 2-3=3 Drag: 3-4=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-5=28, 6-11=-12 Horz: 1-2=-27, 2-3=-23 Drag: 3-4=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-5=8, 6-11=-20 Horz: 1-2=-28, 2-3=14 Drag: 3-4=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-5=8, 6-11=-20 Horz: 1-2=-16, 2-3=-11 Drag: 3-4=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-5=11, 6-11=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-5=11, 6-11=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-5=11, 6-11=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-5=11, 6-11=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-5=-9, 6-11=-20 Horz: 1-2=-28, 2-3=-28 Drag: 3-4=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-5=-9, 6-11=-20 Horz: 1-2=-11, 2-3=-11 Drag: 3-4=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-5=-20, 10-11=-40, 10-16=-60, 8-16=-40, 8-17=-60, 17-18=-40, 6-18=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-61, 3-5=-29, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-21, 2-3=11 Drag: 3-4=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023358 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:57 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-g?DPhKU9yS1lcSwYyiW3i?Ee_Y2xI?ZqZ7fCvmyy7OG LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-38, 2-3=-42, 3-5=-29, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-12, 2-3=-8 Drag: 3-4=-0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 3-5=-42, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-21, 2-3=-21 Drag: 3-4=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-42, 3-5=-42, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-8, 2-3=-8 Drag: 3-4=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-5=-28, 6-11=-12 Horz: 1-2=16, 2-3=16 Drag: 3-4=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-5=4, 6-11=-12 Horz: 1-2=-16, 2-3=-16 Drag: 3-4=-0 23) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=38, 2-12=26, 2-13=26, 3-13=35, 3-14=35, 14-15=26, 5-15=38, 6-11=-12 Horz: 1-12=-50, 2-12=-38, 2-13=-38, 3-13=-47 Drag: 3-14=-0, 4-14=-0 24) 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=-35, 2-3=-35, 3-5=-35, 6-11=-20 Horz: 1-2=15, 2-3=15 Drag: 3-4=0 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-5=28, 6-11=-12 Horz: 1-2=-40, 2-3=3 Drag: 3-4=-0 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-5=28, 6-11=-12 Horz: 1-2=-27, 2-3=-23 Drag: 3-4=-0 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-5=8, 6-11=-20 Horz: 1-2=-28, 2-3=14 Drag: 3-4=-0 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-5=8, 6-11=-20 Horz: 1-2=-16, 2-3=-11 Drag: 3-4=-0 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=28, 2-3=28, 3-5=11, 6-11=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=-0 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=11, 2-3=11, 3-5=11, 6-11=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=-0 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=28, 2-3=28, 3-5=11, 6-11=-12 Horz: 1-2=-40, 2-3=-40 Drag: 3-4=-0 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=11, 2-3=11, 3-5=11, 6-11=-12 Horz: 1-2=-23, 2-3=-23 Drag: 3-4=-0 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023358 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:57 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-g?DPhKU9yS1lcSwYyiW3i?Ee_Y2xI?ZqZ7fCvmyy7OG LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-5=-9, 6-11=-20 Horz: 1-2=-28, 2-3=-28 Drag: 3-4=-0 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=-9, 2-3=-9, 3-5=-9, 6-11=-20 Horz: 1-2=-11, 2-3=-11 Drag: 3-4=-0 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=-29, 2-3=-61, 3-5=-29, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-21, 2-3=11 Drag: 3-4=-0 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=-38, 2-3=-42, 3-5=-29, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-12, 2-3=-8 Drag: 3-4=-0 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=-29, 2-3=-29, 3-5=-42, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-21, 2-3=-21 Drag: 3-4=-0 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=-42, 2-3=-42, 3-5=-42, 10-11=-35, 10-16=-50, 8-16=-35, 8-17=-50, 17-18=-35, 6-18=-50 Horz: 1-2=-8, 2-3=-8 Drag: 3-4=-0 39) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-5=-28, 6-11=-12 Horz: 1-2=16, 2-3=16 Drag: 3-4=0 40) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-5=4, 6-11=-12 Horz: 1-2=-16, 2-3=-16 Drag: 3-4=-0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T09 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023359 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-cNLA6?WPU3ITsm4x47ZYnQKyHLg3moY71R8J_eyy7OE Scale = 1:76.6 1 2 3 456 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 5x12 5x6 3x6 5x10 MT18HS 6x6 3x8 MT18HS 3x6 4x8 3x8 3x4 3x4 3x4 6x6 5x6 5x8 3x6 8-3-38-3-3 14-6-136-3-10 24-4-149-10-1 34-2-159-10-1 41-7-07-4-1 8-3-3 8-3-3 14-6-13 6-3-10 21-1-8 6-6-11 27-8-3 6-6-11 34-2-15 6-6-11 41-7-0 7-4-1 4-4-47-1-511-10-06-3-1511-10-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-4-0,0-2-0], [7:0-6-0,0-1-4], [9:Edge,0-3-8], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.99 0.88 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.47 0.06 0.07 (loc) 10-12 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,2-13,1-15,8-10: 2x3 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-2-7 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-0 oc bracing: 13-15. WEBS 1 Row at midpt 2-13, 4-13, 4-12, 6-10, 1-16, 8-9 REACTIONS. (size) 16=0-3-8, 9=0-3-8 Max Horz 16=196(LC 7) Max Uplift 16=-148(LC 10), 9=-127(LC 6) Max Grav 16=1867(LC 2), 9=1916(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2014/470, 2-3=-2068/587, 3-4=-1587/561, 4-6=-1697/548, 6-7=-1035/433, 7-8=-1392/398, 1-16=-1736/465, 8-9=-1786/478 BOT CHORD 13-15=-444/1862, 12-13=-319/1723, 10-12=-273/1535 WEBS 2-15=-656/275, 2-13=-417/223, 3-13=-117/876, 4-13=-379/184, 6-12=-21/608, 6-10=-1064/256, 7-10=-38/502, 1-15=-394/2023, 8-10=-191/1311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 28-11-5, Exterior(2R) 28-11-5 to 36-1-10, Exterior(2E) 36-1-10 to 41-5-4 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) 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) 16=148, 9=127. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 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: Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T09 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023359 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-cNLA6?WPU3ITsm4x47ZYnQKyHLg3moY71R8J_eyy7OE 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, 2-3=-50, 3-7=-50, 7-8=-50, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=38, 2-17=26, 2-18=26, 3-18=35, 3-19=35, 19-20=26, 7-20=35, 7-21=35, 8-21=38, 9-16=-12 Horz: 1-17=-50, 2-17=-38, 2-18=-38, 3-18=-47, 7-21=47, 8-21=50 Drag: 3-19=-0, 4-19=-0, 6-20=0, 7-20=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-7=-35, 7-8=-35, 9-16=-20 Horz: 1-2=15, 2-3=15, 7-8=-15 Drag: 3-4=0, 6-7=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-7=28, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=3, 7-8=23 Drag: 3-4=-0, 6-7=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-7=28, 7-8=-15, 9-16=-12 Horz: 1-2=-27, 2-3=-23, 7-8=-3 Drag: 3-4=-0, 6-7=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-7=8, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=14, 7-8=11 Drag: 3-4=-0, 6-7=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-7=8, 7-8=-34, 9-16=-20 Horz: 1-2=-16, 2-3=-11, 7-8=-14 Drag: 3-4=-0, 6-7=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-7=-9, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=-28, 7-8=11 Drag: 3-4=-0, 6-7=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-7=-9, 7-8=8, 9-16=-20 Horz: 1-2=-11, 2-3=-11, 7-8=28 Drag: 3-4=-0, 6-7=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-7=-20, 7-8=-20, 15-16=-40, 15-22=-60, 22-23=-40, 23-24=-60, 24-25=-40, 25-26=-60, 26-27=-40, 9-27=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T09 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023359 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:59 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-cNLA6?WPU3ITsm4x47ZYnQKyHLg3moY71R8J_eyy7OE LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-29, 2-3=-61, 3-7=-29, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=11, 7-8=8 Drag: 3-4=-0, 6-7=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-3=-42, 3-7=-29, 7-8=-61, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-12, 2-3=-8, 7-8=-11 Drag: 3-4=-0, 6-7=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 3-7=-42, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=-21, 7-8=8 Drag: 3-4=-0, 6-7=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-42, 3-7=-42, 7-8=-29, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-8, 2-3=-8, 7-8=21 Drag: 3-4=-0, 6-7=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-7=-28, 7-8=-28, 9-16=-12 Horz: 1-2=16, 2-3=16, 7-8=-16 Drag: 3-4=0, 6-7=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-7=4, 7-8=4, 9-16=-12 Horz: 1-2=-16, 2-3=-16, 7-8=16 Drag: 3-4=-0, 6-7=0 25) 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, 2-3=-50, 3-7=-50, 7-8=-20, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 26) 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, 2-3=-20, 3-7=-50, 7-8=-50, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=38, 2-17=26, 2-18=26, 3-18=35, 3-19=35, 19-20=26, 7-20=35, 7-21=35, 8-21=38, 9-16=-12 Horz: 1-17=-50, 2-17=-38, 2-18=-38, 3-18=-47, 7-21=47, 8-21=50 Drag: 3-19=-0, 4-19=-0, 6-20=0, 7-20=0 28) 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=-35, 2-3=-35, 3-7=-35, 7-8=-35, 9-16=-20 Horz: 1-2=15, 2-3=15, 7-8=-15 Drag: 3-4=0, 6-7=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-7=28, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=3, 7-8=23 Drag: 3-4=-0, 6-7=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-7=28, 7-8=-15, 9-16=-12 Horz: 1-2=-27, 2-3=-23, 7-8=-3 Drag: 3-4=-0, 6-7=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-7=8, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=14, 7-8=11 Drag: 3-4=-0, 6-7=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-7=8, 7-8=-34, 9-16=-20 Horz: 1-2=-16, 2-3=-11, 7-8=-14 Drag: 3-4=-0, 6-7=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T09 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023359 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:15:59 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-cNLA6?WPU3ITsm4x47ZYnQKyHLg3moY71R8J_eyy7OE LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-7=-9, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=-28, 7-8=11 Drag: 3-4=-0, 6-7=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-7=-9, 7-8=8, 9-16=-20 Horz: 1-2=-11, 2-3=-11, 7-8=28 Drag: 3-4=-0, 6-7=0 39) 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=-29, 2-3=-61, 3-7=-29, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=11, 7-8=8 Drag: 3-4=-0, 6-7=0 40) 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=-38, 2-3=-42, 3-7=-29, 7-8=-61, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-12, 2-3=-8, 7-8=-11 Drag: 3-4=-0, 6-7=0 41) 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=-29, 2-3=-29, 3-7=-42, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=-21, 7-8=8 Drag: 3-4=-0, 6-7=0 42) 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=-42, 2-3=-42, 3-7=-42, 7-8=-29, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-8, 2-3=-8, 7-8=21 Drag: 3-4=-0, 6-7=0 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-7=-28, 7-8=-28, 9-16=-12 Horz: 1-2=16, 2-3=16, 7-8=-16 Drag: 3-4=0, 6-7=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-7=4, 7-8=4, 9-16=-12 Horz: 1-2=-16, 2-3=-16, 7-8=16 Drag: 3-4=-0, 6-7=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T10 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023360 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-0y1Il1YIn_g2jDoWlG6FP3yVDZjOzB_ZjPMzbzyy7OB Scale = 1:80.5 1 2 34567 8 9 20 19 18 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 5x12 6x8 3x6 5x8 3x8 MT18HS 3x6 3x6 2x4 6x16 4x8 2x4 4x8 3x6 5x12 3x4 3x8 6x6 6x6 6x8 5x6 8-3-38-3-3 14-6-136-3-10 22-6-27-11-6 30-5-87-11-6 34-2-153-9-7 39-11-05-8-1 41-7-01-8-0 8-3-3 8-3-3 14-6-13 6-3-10 22-6-2 7-11-6 30-5-8 7-11-6 34-2-15 3-9-7 39-11-0 5-8-1 41-7-0 1-8-0 4-4-47-1-511-10-06-3-151-0-011-10-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-4-8,0-1-12], [7:0-6-0,0-2-0], [9:0-3-0,0-1-12], [12:0-5-8,0-2-4], [13:0-3-8,0-1-8], [19:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.78 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.11 0.09 (loc) 16-18 16-18 10 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 246 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 3-18,3-16,4-16,4-14,7-14,7-13: 2x4 SPF No.2 1-20,9-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-5 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-14, 8-12 WEBS 1 Row at midpt 2-18, 4-16, 4-14, 7-13, 1-20, 9-10 REACTIONS. (size) 20=0-3-8, 10=0-3-8 Max Horz 20=382(LC 7) Max Uplift 20=-160(LC 10), 10=-114(LC 6) Max Grav 20=1842(LC 2), 10=1857(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1985/521, 2-3=-2023/629, 3-4=-1692/617, 4-6=-1432/558, 6-7=-1433/556, 7-8=-1435/496, 8-9=-522/208, 1-20=-1713/474, 9-10=-1805/384 BOT CHORD 19-20=-350/175, 18-19=-389/1834, 16-18=-332/1548, 6-14=-367/182, 13-14=-184/1066, 12-13=-93/439, 8-12=-1381/392 WEBS 2-19=-649/267, 2-18=-428/241, 3-18=-96/617, 3-16=-177/384, 4-16=-305/252, 14-16=-346/1527, 4-14=-465/103, 7-14=-267/1079, 7-13=-441/182, 8-13=-163/909, 1-19=-375/1992, 9-12=-297/1557 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 28-11-5, Exterior(2R) 28-11-5 to 36-1-10, Exterior(2E) 36-1-10 to 41-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 20=160, 10=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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023361 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-U9ahyNZwYIovKNNiJzdUxGUkrz7hie0jx36X7Qyy7OA Scale = 1:68.1 1 2 3 4 5 6 7 12 11 10 9 813 14 15 16 17 4x6 6x6 2x4 3x6 3x8 3x6 3x4 3x6 3x4 3x6 3x6 7-3-137-3-13 13-11-36-7-6 21-3-07-3-13 -1-2-8 1-2-8 2-5-0 2-5-0 7-3-13 4-10-13 13-11-3 6-7-6 18-10-0 4-10-13 21-3-0 2-5-0 3-5-912-0-03-5-912-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-12,0-1-8] 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 0.64 0.52 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.01 0.01 (loc) 11-12 11-12 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-9: 2x4 SPF No.2, 2-12,7-8: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=373(LC 7) Max Uplift 12=-70(LC 10), 8=-56(LC 10) Max Grav 12=1025(LC 2), 8=959(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-719/261, 4-5=-496/250, 5-6=-728/258 BOT CHORD 11-12=-283/489, 9-11=-102/452, 8-9=-58/320 WEBS 3-11=-116/266, 5-9=-77/305, 3-12=-811/44, 6-8=-815/130 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 15-9-10, Exterior(2E) 15-9-10 to 21-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 12, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T12 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023362 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-zL839jaYJcwlyXyusg8jUU1vZMTwR5DsAjr4fsyy7O9 Scale = 1:68.1 1 2 3 4 5 6 11 10 9 8 712 13 14 15 16 2x4 4x6 6x6 2x4 3x6 3x8 3x6 3x4 3x6 3x6 3x6 7-3-137-3-13 13-11-36-7-6 21-3-07-3-13 2-5-0 2-5-0 7-3-13 4-10-13 13-11-3 6-7-6 18-10-0 4-10-13 21-3-0 2-5-0 3-5-912-0-03-5-912-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-2-12,0-1-8] 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 0.64 0.52 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.01 0.01 (loc) 10-11 10-11 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-10,4-10,4-8: 2x4 SPF No.2, 1-11,6-7: 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. WEBS 1 Row at midpt 4-10 REACTIONS. (size) 11=Mechanical, 7=0-3-8 Max Horz 11=346(LC 7) Max Uplift 11=-51(LC 11), 7=-51(LC 10) Max Grav 11=955(LC 2), 7=961(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/254, 3-4=-501/244, 4-5=-730/254 BOT CHORD 10-11=-274/494, 8-10=-100/453, 7-8=-57/320 WEBS 4-8=-78/304, 2-11=-810/127, 5-7=-817/127 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 15-9-10, Exterior(2E) 15-9-10 to 21-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 11, 7. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T13 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023363 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RXiRN3bA3v2cahX5QOgy0ha08mquAYa0PNbdCIyy7O8 Scale = 1:68.1 1 2 3 4 5 6 11 10 9 87 12 13 14 15 16 17 18 2x4 4x6 6x6 5x8 3x6 3x8 3x6 3x4 3x4 3x6 5x8 3x6 7-3-137-3-13 13-11-36-7-6 21-2-87-3-5 2-5-0 2-5-0 7-3-13 4-10-13 13-11-3 6-7-6 18-10-0 4-10-13 21-2-8 2-4-8 3-5-912-0-03-6-22-0-012-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-2-12,0-1-8], [6:Edge,0-1-5] 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 0.84 0.47 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.04 0.02 (loc) 10-11 10-11 13 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-10,4-10,4-8: 2x4 SPF No.2, 1-11,6-7: 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, 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 4-10 REACTIONS. (size) 11=Mechanical, 13=0-3-0 Max Horz 11=223(LC 7) Max Uplift 11=-56(LC 11), 13=-61(LC 10) Max Grav 11=954(LC 2), 13=932(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-723/228, 3-4=-485/227, 4-5=-725/227, 7-12=-129/814, 6-12=-129/814 BOT CHORD 10-11=-204/451, 8-10=-48/437, 7-8=-53/318 WEBS 2-10=-95/262, 4-8=-84/279, 5-8=-97/250, 2-11=-810/156, 5-7=-714/174, 6-13=-947/107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Exterior(2R) 5-5-6 to 21-5-2 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 13. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T14 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023364 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-vkGpaPboqDATBr6H_5BBZv6HgA8dv1J9e1KBkkyy7O7 Scale = 1:68.8 1 2 3 4 5 6 7 12 11 10 9 8 4x6 8x8 2x4 3x8 3x8 3x4 3x4 3x4 3x4 4x8 4x8 8-7-48-7-4 11-7-123-0-9 20-3-08-7-4 -1-2-8 1-2-8 3-6-0 3-6-0 8-7-4 5-1-4 11-7-12 3-0-9 16-9-0 5-1-4 20-3-0 3-6-0 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,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 0.47 0.57 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.01 0.02 (loc) 8-9 8-9 8 9 l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11,5-11,5-9: 2x4 SPF No.2, 2-12,7-8: 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=338(LC 7) Max Uplift 12=-80(LC 10), 8=-70(LC 10) Max Grav 12=882(LC 1), 8=796(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-680/240, 4-5=-503/238, 5-6=-681/240, 2-12=-257/114 BOT CHORD 11-12=-211/543, 9-11=-59/384, 8-9=-23/434 WEBS 3-11=-240/268, 4-11=-111/282, 5-9=-111/283, 6-9=-243/269, 3-12=-677/91, 6-8=-662/114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 14-9-10, Exterior(2E) 14-9-10 to 20-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) 12, 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T15 Truss Type Common Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023365 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-r6Oa?4d3MqQBR8Gg5WDfeKCcU_p_N?BS5LpIodyy7O5 Scale = 1:58.9 1 2 3 4 5 6 7 8 9 10 11 14 13 1223 24 3x6 4x6 3x6 4x10 4x6 3x6 3x4 2x4 3x4 2x4 4x10 4x6 7-8-87-8-8 15-2-87-6-0 22-11-07-8-8 -1-2-8 1-2-8 5-6-0 5-6-0 11-5-8 5-11-8 17-5-0 5-11-8 22-11-0 5-6-0 24-1-8 1-2-8 0-10-149-6-00-10-149.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [10:0-6-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.64 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.26 0.04 0.04 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=243(LC 9) Max Uplift 2=-129(LC 10), 10=-129(LC 11) Max Grav 2=1109(LC 17), 10=1109(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1242/205, 4-6=-1161/285, 6-8=-1161/285, 8-10=-1243/205 BOT CHORD 2-14=-165/1090, 12-14=0/733, 10-12=-40/951 WEBS 6-12=-155/601, 8-12=-296/255, 6-14=-155/601, 4-14=-296/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-1-14, Exterior(2R) 6-1-14 to 16-9-2, Interior(1) 16-9-2 to 18-9-14, Exterior(2E) 18-9-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=129, 10=129. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T16 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023366 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-JJyyDQeh78Y23IqsfEkuBXkrANDk6U6bK?ZrL3yy7O4 Scale = 1:30.5 1 2 3 4 6 5 5x6 2x4 2x4 3x4 3x4 5-9-05-9-0 -1-2-8 1-2-8 3-2-3 3-2-3 5-9-0 2-6-13 1-5-95-0-35-2-14-8-110-3-85-0-314.00 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-P 0.26 0.35 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >615 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 *Except* 3-5,3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=175(LC 10) Max Uplift 5=-86(LC 10) Max Grav 6=310(LC 1), 5=208(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-141/256, 2-6=-244/267 WEBS 3-6=-288/110 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T17 Truss Type Half Hip Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023367 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-nVWKQmeJuSgvgSP2DxF7jlHyfnaVrx_lYfIOtWyy7O3 Scale = 1:39.6 1 2 3 4 6 5 4x6 2x4 2x4 3x6 4x8 5-9-05-9-0 -1-2-8 1-2-8 4-5-9 4-5-9 5-9-0 1-3-7 1-5-96-6-36-8-16-2-110-3-86-6-314.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [5:Edge,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-P 0.54 0.32 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.09 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >701 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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* 3-5,2-5: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=235(LC 10) Max Uplift 5=-171(LC 10) Max Grav 6=301(LC 1), 5=231(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-282/159 WEBS 2-5=-130/268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 4-5-9, Exterior(2E) 4-5-9 to 5-7-4 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) except (jt=lb) 5=171. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T18 Truss Type Flat Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023368 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Fh3id6fxflomIc_EnfmMGyq26BnSaEeunJ2yPyyy7O2 Scale = 1:70.9 12345678 16 15 14 13 12 11 10 91718 19 20 3x4 4x6 3x6 3x4 3x6 3x6 3x8 2x4 4x8 2x4 2x4 4x8 2x4 3x12 3x6 3x6 8-4-128-4-12 16-7-128-3-0 24-10-158-3-3 33-2-18-3-3 41-7-08-4-15 8-4-12 8-4-12 16-7-12 8-3-0 24-10-15 8-3-3 33-2-1 8-3-3 41-7-0 8-4-15 10-7-4LOADING (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 0.88 0.85 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.35 0.02 0.03 (loc) 15-16 15-16 9 10-12 l/defl >881 >562 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 236 lb FT = 20% GRIP 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 (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 8-9, 2-15, 4-13, 4-12, 5-12, 7-12, 7-9 REACTIONS. (size) 16=Mechanical, 9=Mechanical, 13=0-3-8 Max Uplift 16=-137(LC 6), 9=-201(LC 6), 13=-319(LC 6) Max Grav 16=750(LC 2), 9=1147(LC 2), 13=2001(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-577/264, 1-2=-336/109, 2-4=-336/109, 4-5=-635/195, 5-7=-635/195 BOT CHORD 10-12=-196/681, 9-10=-196/681 WEBS 1-15=-167/514, 2-15=-541/348, 4-15=-135/525, 4-13=-1601/632, 4-12=-273/1003, 5-12=-484/310, 7-10=0/523, 7-9=-1066/307 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 0-1-12 to 5-1-12, Exterior(2) 5-1-12 to 36-5-4, Corner(3) 36-5-4 to 41-5-4 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) 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=137, 9=201, 13=319. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T19 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023369 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-C4BT2ohBBN2UXv8du3pqLNvME?SK28HBFdX3Uryy7O0 Scale = 1:76.6 1 2 34567 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 6x10 5x8 3x6 5x10 MT18HS 5x6 3x4 3x6 3x4 4x8 4x6 4x6 3x4 6x6 2x4 3x8 3x8 8-3-38-3-3 16-7-128-4-9 24-4-147-9-2 34-2-159-10-1 41-7-07-4-1 8-3-3 8-3-3 14-6-13 6-3-10 21-1-8 6-6-11 27-8-3 6-6-11 34-2-15 6-6-11 41-7-0 7-4-1 4-4-47-1-511-10-06-3-1511-10-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-4-8,0-1-12], [7:0-6-0,0-1-4], [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.88 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.49 0.01 0.02 (loc) 10-12 10-12 9 10-12 l/defl >932 >609 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 222 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* 2-15,1-15,8-10: 2x3 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-13, 4-13, 6-12, 6-10, 7-10, 8-9 REACTIONS. (size) 16=Mechanical, 13=0-3-8, 9=Mechanical Max Horz 16=196(LC 7) Max Uplift 16=-52(LC 6), 13=-229(LC 7), 9=-70(LC 6) Max Grav 16=527(LC 25), 13=2242(LC 2), 9=1046(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/69, 2-3=-36/355, 3-4=0/307, 4-6=-404/237, 6-7=-484/297, 7-8=-708/229, 1-16=-425/144, 8-9=-921/265 BOT CHORD 13-15=-135/295, 10-12=-103/492 WEBS 2-15=0/334, 2-13=-602/242, 3-13=-484/198, 4-13=-1183/295, 4-12=-86/786, 6-12=-404/196, 1-15=0/286, 8-10=-46/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 28-11-5, Exterior(2R) 28-11-5 to 36-1-10, Exterior(2E) 36-1-10 to 41-5-4 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) 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 except (jt=lb) 13=229. 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, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 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 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T19 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023369 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:13 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-C4BT2ohBBN2UXv8du3pqLNvME?SK28HBFdX3Uryy7O0 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, 2-3=-50, 3-7=-50, 7-8=-50, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=38, 2-17=26, 2-18=26, 3-18=35, 3-19=35, 19-20=26, 7-20=35, 7-21=35, 8-21=38, 9-16=-12 Horz: 1-17=-50, 2-17=-38, 2-18=-38, 3-18=-47, 7-21=47, 8-21=50 Drag: 3-19=-0, 4-19=-0, 6-20=0, 7-20=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-7=-35, 7-8=-35, 9-16=-20 Horz: 1-2=15, 2-3=15, 7-8=-15 Drag: 3-4=0, 6-7=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-7=28, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=3, 7-8=23 Drag: 3-4=-0, 6-7=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-7=28, 7-8=-15, 9-16=-12 Horz: 1-2=-27, 2-3=-23, 7-8=-3 Drag: 3-4=-0, 6-7=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-7=8, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=14, 7-8=11 Drag: 3-4=-0, 6-7=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-7=8, 7-8=-34, 9-16=-20 Horz: 1-2=-16, 2-3=-11, 7-8=-14 Drag: 3-4=-0, 6-7=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-7=-9, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=-28, 7-8=11 Drag: 3-4=-0, 6-7=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-7=-9, 7-8=8, 9-16=-20 Horz: 1-2=-11, 2-3=-11, 7-8=28 Drag: 3-4=-0, 6-7=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-7=-20, 7-8=-20, 15-16=-40, 15-22=-60, 22-23=-40, 23-24=-60, 24-25=-40, 25-26=-60, 26-27=-40, 9-27=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T19 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023369 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:13 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-C4BT2ohBBN2UXv8du3pqLNvME?SK28HBFdX3Uryy7O0 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-29, 2-3=-61, 3-7=-29, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=11, 7-8=8 Drag: 3-4=-0, 6-7=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-3=-42, 3-7=-29, 7-8=-61, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-12, 2-3=-8, 7-8=-11 Drag: 3-4=-0, 6-7=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 3-7=-42, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=-21, 7-8=8 Drag: 3-4=-0, 6-7=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-42, 3-7=-42, 7-8=-29, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-8, 2-3=-8, 7-8=21 Drag: 3-4=-0, 6-7=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-7=-28, 7-8=-28, 9-16=-12 Horz: 1-2=16, 2-3=16, 7-8=-16 Drag: 3-4=0, 6-7=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-7=4, 7-8=4, 9-16=-12 Horz: 1-2=-16, 2-3=-16, 7-8=16 Drag: 3-4=-0, 6-7=0 25) 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, 2-3=-50, 3-7=-50, 7-8=-20, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 26) 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, 2-3=-20, 3-7=-50, 7-8=-50, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=38, 2-17=26, 2-18=26, 3-18=35, 3-19=35, 19-20=26, 7-20=35, 7-21=35, 8-21=38, 9-16=-12 Horz: 1-17=-50, 2-17=-38, 2-18=-38, 3-18=-47, 7-21=47, 8-21=50 Drag: 3-19=-0, 4-19=-0, 6-20=0, 7-20=0 28) 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=-35, 2-3=-35, 3-7=-35, 7-8=-35, 9-16=-20 Horz: 1-2=15, 2-3=15, 7-8=-15 Drag: 3-4=0, 6-7=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-7=28, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=3, 7-8=23 Drag: 3-4=-0, 6-7=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-7=28, 7-8=-15, 9-16=-12 Horz: 1-2=-27, 2-3=-23, 7-8=-3 Drag: 3-4=-0, 6-7=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-7=8, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=14, 7-8=11 Drag: 3-4=-0, 6-7=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-7=8, 7-8=-34, 9-16=-20 Horz: 1-2=-16, 2-3=-11, 7-8=-14 Drag: 3-4=-0, 6-7=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T19 Truss Type Piggyback Base Qty 4 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023369 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:13 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-C4BT2ohBBN2UXv8du3pqLNvME?SK28HBFdX3Uryy7O0 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-7=-9, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=-28, 7-8=11 Drag: 3-4=-0, 6-7=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-7=-9, 7-8=8, 9-16=-20 Horz: 1-2=-11, 2-3=-11, 7-8=28 Drag: 3-4=-0, 6-7=0 39) 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=-29, 2-3=-61, 3-7=-29, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=11, 7-8=8 Drag: 3-4=-0, 6-7=0 40) 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=-38, 2-3=-42, 3-7=-29, 7-8=-61, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-12, 2-3=-8, 7-8=-11 Drag: 3-4=-0, 6-7=0 41) 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=-29, 2-3=-29, 3-7=-42, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=-21, 7-8=8 Drag: 3-4=-0, 6-7=0 42) 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=-42, 2-3=-42, 3-7=-42, 7-8=-29, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-8, 2-3=-8, 7-8=21 Drag: 3-4=-0, 6-7=0 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-7=-28, 7-8=-28, 9-16=-12 Horz: 1-2=16, 2-3=16, 7-8=-16 Drag: 3-4=0, 6-7=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-7=4, 7-8=4, 9-16=-12 Horz: 1-2=-16, 2-3=-16, 7-8=16 Drag: 3-4=-0, 6-7=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T20 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023370 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8SJDTUiSj_JCnDI00UrIQo_iCo6NW1VUix09Yjyy7O_ Scale = 1:76.6 1 2 3 456 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 5x12 5x6 3x6 5x10 MT18HS 6x6 3x8 MT18HS 3x6 4x8 3x8 3x4 3x4 3x4 6x6 5x6 5x8 3x6 8-3-38-3-3 14-6-136-3-10 24-4-149-10-1 34-2-159-10-1 41-7-07-4-1 8-3-3 8-3-3 14-6-13 6-3-10 21-1-8 6-6-11 27-8-3 6-6-11 34-2-15 6-6-11 41-7-0 7-4-1 4-4-47-1-511-10-06-3-1511-10-04.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-0], [3:0-4-0,0-2-0], [7:0-6-0,0-1-4], [8:Edge,0-1-8], [9:Edge,0-3-8], [15:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.93 0.98 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.47 0.06 0.07 (loc) 10-12 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 218 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2,7-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 11-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,2-13,1-15,8-10: 2x3 SPF No.2, 1-16,8-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-0 oc bracing: 13-15. WEBS 1 Row at midpt 2-13, 4-13, 4-12, 6-10, 1-16, 8-9 REACTIONS. (size) 16=Mechanical, 9=Mechanical Max Horz 16=196(LC 7) Max Uplift 16=-148(LC 10), 9=-127(LC 6) Max Grav 16=1869(LC 2), 9=1919(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2017/470, 2-3=-2071/587, 3-4=-1589/561, 4-6=-1700/548, 6-7=-1037/433, 7-8=-1394/397, 1-16=-1738/465, 8-9=-1789/479 BOT CHORD 13-15=-444/1864, 12-13=-319/1726, 10-12=-273/1538 WEBS 2-15=-656/275, 2-13=-417/223, 3-13=-117/878, 4-13=-379/184, 6-12=-20/610, 6-10=-1065/255, 7-10=-36/502, 1-15=-394/2025, 8-10=-193/1315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-5-6, Interior(1) 5-5-6 to 9-3-3, Exterior(2R) 9-3-3 to 19-10-6, Interior(1) 19-10-6 to 28-11-5, Exterior(2R) 28-11-5 to 36-1-10, Exterior(2E) 36-1-10 to 41-5-4 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) 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) 16=148, 9=127. 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, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 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 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T20 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023370 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8SJDTUiSj_JCnDI00UrIQo_iCo6NW1VUix09Yjyy7O_ 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, 2-3=-50, 3-7=-50, 7-8=-50, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=38, 2-17=26, 2-18=26, 3-18=35, 3-19=35, 19-20=26, 7-20=35, 7-21=35, 8-21=38, 9-16=-12 Horz: 1-17=-50, 2-17=-38, 2-18=-38, 3-18=-47, 7-21=47, 8-21=50 Drag: 3-19=-0, 4-19=-0, 6-20=0, 7-20=0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-35, 3-7=-35, 7-8=-35, 9-16=-20 Horz: 1-2=15, 2-3=15, 7-8=-15 Drag: 3-4=0, 6-7=-0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-7=28, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=3, 7-8=23 Drag: 3-4=-0, 6-7=0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-7=28, 7-8=-15, 9-16=-12 Horz: 1-2=-27, 2-3=-23, 7-8=-3 Drag: 3-4=-0, 6-7=0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-7=8, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=14, 7-8=11 Drag: 3-4=-0, 6-7=0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-7=8, 7-8=-34, 9-16=-20 Horz: 1-2=-16, 2-3=-11, 7-8=-14 Drag: 3-4=-0, 6-7=0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-7=-9, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=-28, 7-8=11 Drag: 3-4=-0, 6-7=0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-7=-9, 7-8=8, 9-16=-20 Horz: 1-2=-11, 2-3=-11, 7-8=28 Drag: 3-4=-0, 6-7=0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-7=-20, 7-8=-20, 15-16=-40, 15-22=-60, 22-23=-40, 23-24=-60, 24-25=-40, 25-26=-60, 26-27=-40, 9-27=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T20 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023370 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:15 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8SJDTUiSj_JCnDI00UrIQo_iCo6NW1VUix09Yjyy7O_ LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-29, 2-3=-61, 3-7=-29, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=11, 7-8=8 Drag: 3-4=-0, 6-7=0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-38, 2-3=-42, 3-7=-29, 7-8=-61, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-12, 2-3=-8, 7-8=-11 Drag: 3-4=-0, 6-7=0 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-29, 3-7=-42, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=-21, 7-8=8 Drag: 3-4=-0, 6-7=0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-3=-42, 3-7=-42, 7-8=-29, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-8, 2-3=-8, 7-8=21 Drag: 3-4=-0, 6-7=0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-7=-28, 7-8=-28, 9-16=-12 Horz: 1-2=16, 2-3=16, 7-8=-16 Drag: 3-4=0, 6-7=-0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-7=4, 7-8=4, 9-16=-12 Horz: 1-2=-16, 2-3=-16, 7-8=16 Drag: 3-4=-0, 6-7=0 25) 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, 2-3=-50, 3-7=-50, 7-8=-20, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 26) 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, 2-3=-20, 3-7=-50, 7-8=-50, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=38, 2-17=26, 2-18=26, 3-18=35, 3-19=35, 19-20=26, 7-20=35, 7-21=35, 8-21=38, 9-16=-12 Horz: 1-17=-50, 2-17=-38, 2-18=-38, 3-18=-47, 7-21=47, 8-21=50 Drag: 3-19=-0, 4-19=-0, 6-20=0, 7-20=0 28) 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=-35, 2-3=-35, 3-7=-35, 7-8=-35, 9-16=-20 Horz: 1-2=15, 2-3=15, 7-8=-15 Drag: 3-4=0, 6-7=-0 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=-15, 3-7=28, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=3, 7-8=23 Drag: 3-4=-0, 6-7=0 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 2-3=11, 3-7=28, 7-8=-15, 9-16=-12 Horz: 1-2=-27, 2-3=-23, 7-8=-3 Drag: 3-4=-0, 6-7=0 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=-34, 3-7=8, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=14, 7-8=11 Drag: 3-4=-0, 6-7=0 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-4, 2-3=-9, 3-7=8, 7-8=-34, 9-16=-20 Horz: 1-2=-16, 2-3=-11, 7-8=-14 Drag: 3-4=-0, 6-7=0 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T20 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023370 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:15 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8SJDTUiSj_JCnDI00UrIQo_iCo6NW1VUix09Yjyy7O_ LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=28, 3-7=11, 7-8=11, 9-16=-12 Horz: 1-2=-40, 2-3=-40, 7-8=23 Drag: 3-4=-0, 6-7=0 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=11, 3-7=11, 7-8=28, 9-16=-12 Horz: 1-2=-23, 2-3=-23, 7-8=40 Drag: 3-4=-0, 6-7=0 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-3=8, 3-7=-9, 7-8=-9, 9-16=-20 Horz: 1-2=-28, 2-3=-28, 7-8=11 Drag: 3-4=-0, 6-7=0 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-9, 3-7=-9, 7-8=8, 9-16=-20 Horz: 1-2=-11, 2-3=-11, 7-8=28 Drag: 3-4=-0, 6-7=0 39) 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=-29, 2-3=-61, 3-7=-29, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=11, 7-8=8 Drag: 3-4=-0, 6-7=0 40) 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=-38, 2-3=-42, 3-7=-29, 7-8=-61, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-12, 2-3=-8, 7-8=-11 Drag: 3-4=-0, 6-7=0 41) 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=-29, 2-3=-29, 3-7=-42, 7-8=-42, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-21, 2-3=-21, 7-8=8 Drag: 3-4=-0, 6-7=0 42) 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=-42, 2-3=-42, 3-7=-42, 7-8=-29, 15-16=-35, 15-22=-50, 22-23=-35, 23-24=-50, 24-25=-35, 25-26=-50, 26-27=-35, 9-27=-50 Horz: 1-2=-8, 2-3=-8, 7-8=21 Drag: 3-4=-0, 6-7=0 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-28, 2-3=-28, 3-7=-28, 7-8=-28, 9-16=-12 Horz: 1-2=16, 2-3=16, 7-8=-16 Drag: 3-4=0, 6-7=-0 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-7=4, 7-8=4, 9-16=-12 Horz: 1-2=-16, 2-3=-16, 7-8=16 Drag: 3-4=-0, 6-7=0 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T21 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023371 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-cftbhpj4UIR2ONtCZCMXz0XyOCbxFTkdxalj39yy7Nz Scale = 1:23.0 1 2 3 4 6 5 7 8 5x12 3x6 3x6 3x6 2x4 5-9-05-9-0 12-3-86-6-8 -1-2-8 1-2-8 5-9-0 5-9-0 12-3-8 6-6-8 0-4-42-1-102-3-42-1-104.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-11], [4:Edge,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 0.58 0.44 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.02 0.08 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-5-5 oc bracing. REACTIONS. (size) 5=0-3-8, 2=0-3-8 Max Horz 2=92(LC 6) Max Uplift 5=-213(LC 6), 2=-264(LC 6) Max Grav 5=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-943/797 BOT CHORD 2-6=-803/843, 5-6=-796/836 WEBS 3-6=-137/282, 3-5=-799/762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 6-10-10, Exterior(2E) 6-10-10 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=213, 2=264. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T22 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023372 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-4rRzu9kiFbZv0XSO7vtmWD32Bcvb_1?n9EVGccyy7Ny Scale = 1:23.0 1 2 34 6 5 7 5x12 2x4 6x6 3x6 2x4 7-9-07-9-0 12-3-84-6-8 -1-2-8 1-2-8 7-9-0 7-9-0 12-3-8 4-6-8 0-4-42-9-102-11-42-9-104.00 12 Plate Offsets (X,Y)-- [2:0-0-11,Edge], [3:0-6-0,0-1-11] 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 0.90 0.54 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.21 0.01 (loc) 2-6 2-6 5 l/defl >833 >673 n/a L/d 240 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. REACTIONS. (size) 5=0-3-8, 2=0-3-8 Max Horz 2=119(LC 6) Max Uplift 5=-217(LC 6), 2=-259(LC 6) Max Grav 5=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-735/572 BOT CHORD 2-6=-606/627, 5-6=-600/620 WEBS 3-6=-167/304, 3-5=-707/684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 7-9-0, Exterior(2E) 7-9-0 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=217, 2=259. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T23 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023373 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-4rRzu9kiFbZv0XSO7vtmWD39ncs9_5?n9EVGccyy7Ny Scale: 1/2"=1' 1 2 3 45 7 6 8 4x6 3x6 3x6 2x4 3x8 3x4 9-9-09-9-0 12-3-82-6-8 -1-2-8 1-2-8 6-6-0 6-6-0 9-9-0 3-3-0 12-3-8 2-6-8 0-4-43-5-103-7-43-5-104.00 12 Plate Offsets (X,Y)-- [2:0-2-15,0-1-8], [6:Edge,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 0.48 0.76 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.44 0.01 0.27 (loc) 2-7 2-7 6 2-7 l/defl >687 >329 n/a >527 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 2=0-3-8 Max Horz 2=146(LC 6) Max Uplift 6=-224(LC 6), 2=-253(LC 6) Max Grav 6=477(LC 1), 2=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/594, 3-4=-412/343, 4-5=-350/339, 5-6=-517/498 BOT CHORD 2-7=-691/702 WEBS 3-7=-423/424, 5-7=-537/556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 9-9-0, Exterior(2E) 9-9-0 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=224, 2=253. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T24 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023374 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-0EYkJrlymDpdFqbnFKwEbe9W9Pc4StH4dY_NgUyy7Nw Scale = 1:27.0 1 2 3 4 5 76 8 4x6 2x4 4x8 3x6 3x4 2x4 6-2-156-2-15 12-3-86-0-9 -1-2-8 1-2-8 6-2-15 6-2-15 11-9-0 5-6-1 12-3-8 0-6-8 0-4-44-1-104-3-44-1-104.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:Edge,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 0.42 0.41 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.09 0.01 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. REACTIONS. (size) 6=0-3-8, 2=0-3-8 Max Horz 2=172(LC 6) Max Uplift 6=-234(LC 6), 2=-241(LC 6) Max Grav 6=481(LC 1), 2=560(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-873/626 BOT CHORD 2-7=-763/773, 6-7=-763/773 WEBS 3-7=-140/280, 3-6=-795/786, 4-6=-265/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 11-9-0, Exterior(2E) 11-9-0 to 12-2-4 zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=234, 2=241. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T25 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023375 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-0EYkJrlymDpdFqbnFKwEbe9Y0PcWS?v4dY_NgUyy7Nw Scale = 1:33.3 1 2 3 4 6 5 5x6 2x4 2x4 3x4 3x4 6-0-06-0-0 -1-2-8 1-2-8 3-5-2 3-5-2 6-0-0 2-6-14 1-5-95-3-115-5-95-0-30-3-85-3-1114.00 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 0.30 0.39 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 33 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* 3-5,3-6: 2x3 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=186(LC 10) Max Uplift 5=-94(LC 10) Max Grav 6=319(LC 1), 5=219(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-147/264, 2-6=-252/275 WEBS 3-6=-303/115 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss T26 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023376 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-VQ66WBmaXWxUt_Azo2RT7sheCpzoBS4DsCjwDxyy7Nv Scale = 1:41.2 1 2 3 4 6 5 4x6 2x4 2x4 3x6 4x8 6-0-06-0-0 -1-2-8 1-2-8 4-8-9 4-8-9 6-0-0 1-3-7 1-5-96-9-116-11-96-6-30-3-86-9-1114.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [5:Edge,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 0.60 0.38 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.13 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >538 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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* 3-5,2-5: 2x3 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 5=0-1-8 Max Horz 6=247(LC 10) Max Uplift 5=-170(LC 10) Max Grav 6=319(LC 1), 5=238(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-262/0 BOT CHORD 5-6=-293/169 WEBS 2-5=-131/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 4-8-9, Exterior(2E) 4-8-9 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) except (jt=lb) 5=170. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023377 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RpEsxtor38BC6IKMwSTxCHnundgYfDCWJWC1Hpyy7Nt Scale = 1:67.8 1 2 3 4 5 6 7 14 13 12 11 10 9 815 16 1718 19 20 21 22 8x8 5x6 6x18 MT18HS 3x8 6x8 3x6 5x6 8x8 4x8 3x12 12x12 6x8 4-5-64-5-6 8-7-44-1-14 13-3-124-8-9 17-5-104-1-14 21-11-04-5-6 -1-2-8 1-2-8 4-5-6 4-5-6 8-7-4 4-1-14 13-3-12 4-8-9 17-5-10 4-1-14 21-11-0 4-5-6 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [4:0-2-11,Edge], [5:0-2-11,Edge], [7:1-4-0,0-2-12], [8:0-0-0,0-1-12], [9:0-3-8,0-6-0], [11:0-3-8,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.30 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.01 0.06 (loc) 11-13 11-13 8 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 355 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* 4-11,4-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 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. REACTIONS. (size) 14=0-3-8, 8=0-3-8 Max Horz 14=332(LC 5) Max Uplift 14=-978(LC 8), 8=-785(LC 8) Max Grav 14=3494(LC 2), 8=5834(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3615/1116, 3-4=-3307/940, 4-5=-2236/591, 5-6=-3478/797, 6-7=-4938/777, 2-14=-3415/1025, 7-8=-4518/689 BOT CHORD 13-14=-360/381, 11-13=-833/2293, 10-11=-598/2117, 9-10=-435/3158, 8-9=-96/358 WEBS 3-13=-456/356, 3-11=-477/551, 4-11=-929/1956, 4-10=-55/391, 5-10=-554/2362, 6-10=-1667/340, 6-9=-154/2279, 2-13=-650/2213, 7-9=-419/2891 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. 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 C; 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=978, 8=785. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1071 lb down and 898 lb up at 6-1-8, 714 lb down and 157 lb up at 8-0-12, 477 lb down and 72 lb up at 10-0-12, 488 lb down and 72 lb up at 12-0-12, 492 lb down and 72 lb up at 14-0-12, 492 lb down and 72 lb up at 16-0-12, and 1834 lb down and 168 lb up at 18-0-12, and 1834 lb down and 168 lb up at 19-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023377 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:22 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RpEsxtor38BC6IKMwSTxCHnundgYfDCWJWC1Hpyy7Nt 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, 5-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-1071(B) 15=-627(B) 16=-475(B) 18=-475(B) 19=-475(B) 20=-475(B) 21=-1632(B) 22=-1632(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023378 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NBMdMZp5blRwMcUk1tVPIisPMQMr7DRpmqh8Miyy7Nr Scale = 1:54.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 916 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2x4 3x6 6x6 4x10 3x6 3x6 2x4 4x6 3x8 4x6 3x6 3x6 3x6 2x4 3x8 1-11-21-11-2 8-2-76-3-5 14-5-126-3-5 22-5-107-11-14 28-11-86-5-14 1-11-2 1-11-2 5-6-0 3-6-14 10-0-14 4-6-14 16-3-4 6-2-6 22-5-10 6-2-6 28-11-8 6-5-14 2-2-108-3-48-5-98-3-49.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [4:0-5-0,0-0-10] 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 0.27 0.31 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.06 -0.00 (loc) 10-11 10-11 11 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 329 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* 4-11,5-10,8-10: 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.): 1-2, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 8-9 REACTIONS. (size) 15=0-3-8, 9=0-3-8, 11=0-3-8 Max Horz 15=243(LC 8) Max Uplift 15=-282(LC 8), 9=-974(LC 4), 11=-2288(LC 5) Max Grav 15=856(LC 1), 9=1282(LC 37), 11=3444(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-992/339, 1-2=-819/277, 2-3=-1135/443, 3-4=-650/323, 4-5=-206/412, 5-6=-570/457, 6-8=-570/457, 8-9=-812/637 BOT CHORD 13-14=-429/667 WEBS 1-14=-407/1207, 2-14=-757/310, 3-14=-181/440, 3-13=-356/234, 4-13=-733/1250, 4-11=-1249/713, 5-11=-1203/812, 5-10=-775/1149, 6-10=-404/194, 8-10=-717/893 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 C; Enclosed; MWFRS (envelope) gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=282, 9=974, 11=2288. 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, 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. 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 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023378 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:24 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NBMdMZp5blRwMcUk1tVPIisPMQMr7DRpmqh8Miyy7Nr NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 207 lb up at 4-1-10, 199 lb down and 114 lb up at 6-1-10, 199 lb down and 190 lb up at 8-1-10, 251 lb down and 278 lb up at 10-1-10, 251 lb down and 278 lb up at 12-1-10, 251 lb down and 278 lb up at 14-1-10, 251 lb down and 278 lb up at 16-1-10, 251 lb down and 278 lb up at 18-1-10, 251 lb down and 278 lb up at 20-1-10, 251 lb down and 278 lb up at 22-1-10, 251 lb down and 278 lb up at 24-1-10, and 258 lb down and 278 lb up at 26-1-10, and 261 lb down and 274 lb up at 28-1-10 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: 1-2=-60, 2-4=-60, 4-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 13=-199 16=-326(F) 17=-199 19=-199 20=-199 21=-199 23=-199 24=-199 26=-199 27=-199 28=-199 30=-208 31=-212 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, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Concentrated Loads (lb) Vert: 13=-172 16=-281(F) 17=-172 19=-172 20=-172 21=-172 23=-172 24=-172 26=-172 27=-172 28=-172 30=-180 31=-183 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=-15, 4-8=28, 9-15=-12 Horz: 1-2=-40, 2-4=3 Drag: 4-5=1 Concentrated Loads (lb) Vert: 13=182 16=199(F) 17=106 19=270 20=270 21=270 23=270 24=270 26=270 27=270 28=270 30=270 31=268 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-8=28, 9-15=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=1 Concentrated Loads (lb) Vert: 13=182 16=199(F) 17=106 19=270 20=270 21=270 23=270 24=270 26=270 27=270 28=270 30=270 31=268 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=-34, 4-8=8, 9-15=-20 Horz: 1-2=-28, 2-4=14 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=190 16=207(F) 17=114 19=278 20=278 21=278 23=278 24=278 26=278 27=278 28=278 30=278 31=274 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-8=8, 9-15=-20 Horz: 1-2=-11, 2-4=-11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=190 16=207(F) 17=114 19=278 20=278 21=278 23=278 24=278 26=278 27=278 28=278 30=278 31=274 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-8=11, 9-15=-12 Horz: 1-2=-40, 2-4=-40 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=182 16=199(F) 17=106 19=270 20=270 21=270 23=270 24=270 26=270 27=270 28=270 30=270 31=268 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-8=11, 9-15=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=182 16=199(F) 17=106 19=270 20=270 21=270 23=270 24=270 26=270 27=270 28=270 30=270 31=268 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=28, 4-8=11, 9-15=-12 Horz: 1-2=-40, 2-4=-40 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=182 16=199(F) 17=106 19=270 20=270 21=270 23=270 24=270 26=270 27=270 28=270 30=270 31=268 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-8=11, 9-15=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=182 16=199(F) 17=106 19=270 20=270 21=270 23=270 24=270 26=270 27=270 28=270 30=270 31=268 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023378 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:24 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NBMdMZp5blRwMcUk1tVPIisPMQMr7DRpmqh8Miyy7Nr LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=8, 2-4=8, 4-8=-9, 9-15=-20 Horz: 1-2=-28, 2-4=-28 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=190 16=207(F) 17=114 19=278 20=278 21=278 23=278 24=278 26=278 27=278 28=278 30=278 31=274 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-8=-9, 9-15=-20 Horz: 1-2=-11, 2-4=-11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=190 16=207(F) 17=114 19=278 20=278 21=278 23=278 24=278 26=278 27=278 28=278 30=278 31=274 14) 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, 15-18=-40, 18-20=-60, 20-22=-40, 22-25=-60, 25-29=-40, 9-29=-60 Concentrated Loads (lb) Vert: 13=-91 16=-147(F) 17=-91 19=-91 20=-91 21=-91 23=-91 24=-91 26=-91 27=-91 28=-91 30=-94 31=-97 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=-29, 2-4=-61, 4-8=-29, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-21, 2-4=11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=131 16=136(F) 17=74 19=197 20=197 21=197 23=197 24=197 26=197 27=197 28=197 30=196 31=193 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=-42, 2-4=-42, 4-8=-29, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-8, 2-4=-8 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=131 16=136(F) 17=74 19=197 20=197 21=197 23=197 24=197 26=197 27=197 28=197 30=196 31=193 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=-29, 2-4=-29, 4-8=-42, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-21, 2-4=-21 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=131 16=136(F) 17=74 19=197 20=197 21=197 23=197 24=197 26=197 27=197 28=197 30=196 31=193 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=-42, 2-4=-42, 4-8=-42, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-8, 2-4=-8 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=131 16=136(F) 17=74 19=197 20=197 21=197 23=197 24=197 26=197 27=197 28=197 30=196 31=193 19) Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-17, 4-8=-12, 9-15=-12 Horz: 2-4=5 Concentrated Loads (lb) Vert: 13=145 16=169(F) 17=77 19=222 20=222 21=222 23=222 24=222 26=222 27=222 28=222 30=221 31=220 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: 1-2=-50, 2-4=-50, 4-8=-50, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Concentrated Loads (lb) Vert: 13=-172 16=-281(F) 17=-172 19=-172 20=-172 21=-172 23=-172 24=-172 26=-172 27=-172 28=-172 30=-180 31=-183 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: 1-2=-20, 2-4=-20, 4-8=-50, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Concentrated Loads (lb) Vert: 13=-172 16=-281(F) 17=-172 19=-172 20=-172 21=-172 23=-172 24=-172 26=-172 27=-172 28=-172 30=-180 31=-183 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-4=-15, 4-8=28, 9-15=-12 Horz: 1-2=-40, 2-4=3 Drag: 4-5=1 Concentrated Loads (lb) Vert: 13=-161 16=-264(F) 17=-104 19=-232 20=-232 21=-232 23=-232 24=-232 26=-232 27=-232 28=-232 30=-235 31=-237 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023378 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:24 2020 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NBMdMZp5blRwMcUk1tVPIisPMQMr7DRpmqh8Miyy7Nr LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=11, 2-4=11, 4-8=28, 9-15=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=1 Concentrated Loads (lb) Vert: 13=-161 16=-264(F) 17=-104 19=-232 20=-232 21=-232 23=-232 24=-232 26=-232 27=-232 28=-232 30=-235 31=-237 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=8, 2-4=-34, 4-8=8, 9-15=-20 Horz: 1-2=-28, 2-4=14 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-153 16=-256(F) 17=-96 19=-224 20=-224 21=-224 23=-224 24=-224 26=-224 27=-224 28=-224 30=-227 31=-230 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-4=-9, 4-8=8, 9-15=-20 Horz: 1-2=-11, 2-4=-11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-153 16=-256(F) 17=-96 19=-224 20=-224 21=-224 23=-224 24=-224 26=-224 27=-224 28=-224 30=-227 31=-230 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=28, 2-4=28, 4-8=11, 9-15=-12 Horz: 1-2=-40, 2-4=-40 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-161 16=-264(F) 17=-104 19=-232 20=-232 21=-232 23=-232 24=-232 26=-232 27=-232 28=-232 30=-235 31=-237 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=11, 2-4=11, 4-8=11, 9-15=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-161 16=-264(F) 17=-104 19=-232 20=-232 21=-232 23=-232 24=-232 26=-232 27=-232 28=-232 30=-235 31=-237 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=28, 2-4=28, 4-8=11, 9-15=-12 Horz: 1-2=-40, 2-4=-40 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-161 16=-264(F) 17=-104 19=-232 20=-232 21=-232 23=-232 24=-232 26=-232 27=-232 28=-232 30=-235 31=-237 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=11, 2-4=11, 4-8=11, 9-15=-12 Horz: 1-2=-23, 2-4=-23 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-161 16=-264(F) 17=-104 19=-232 20=-232 21=-232 23=-232 24=-232 26=-232 27=-232 28=-232 30=-235 31=-237 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=8, 2-4=8, 4-8=-9, 9-15=-20 Horz: 1-2=-28, 2-4=-28 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-153 16=-256(F) 17=-96 19=-224 20=-224 21=-224 23=-224 24=-224 26=-224 27=-224 28=-224 30=-227 31=-230 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=-9, 2-4=-9, 4-8=-9, 9-15=-20 Horz: 1-2=-11, 2-4=-11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-153 16=-256(F) 17=-96 19=-224 20=-224 21=-224 23=-224 24=-224 26=-224 27=-224 28=-224 30=-227 31=-230 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=-29, 2-4=-61, 4-8=-29, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-21, 2-4=11 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-198 16=-316(F) 17=-155 19=-251 20=-251 21=-251 23=-251 24=-251 26=-251 27=-251 28=-251 30=-258 31=-261 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 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG02 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023378 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:24 2020 Page 5 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NBMdMZp5blRwMcUk1tVPIisPMQMr7DRpmqh8Miyy7Nr LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-42, 2-4=-42, 4-8=-29, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-8, 2-4=-8 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-198 16=-316(F) 17=-155 19=-251 20=-251 21=-251 23=-251 24=-251 26=-251 27=-251 28=-251 30=-258 31=-261 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=-29, 2-4=-29, 4-8=-42, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-21, 2-4=-21 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-198 16=-316(F) 17=-155 19=-251 20=-251 21=-251 23=-251 24=-251 26=-251 27=-251 28=-251 30=-258 31=-261 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=-42, 2-4=-42, 4-8=-42, 15-18=-35, 18-20=-50, 20-22=-35, 22-25=-50, 25-29=-35, 9-29=-50 Horz: 1-2=-8, 2-4=-8 Drag: 4-5=0 Concentrated Loads (lb) Vert: 13=-198 16=-316(F) 17=-155 19=-251 20=-251 21=-251 23=-251 24=-251 26=-251 27=-251 28=-251 30=-258 31=-261 39) Reversal: Dead + 0.6 MWFRS Wind Min. Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-12, 2-4=-17, 4-8=-12, 9-15=-12 Horz: 2-4=5 Concentrated Loads (lb) Vert: 13=-123 16=-233(F) 17=-74 19=-184 20=-184 21=-184 23=-184 24=-184 26=-184 27=-184 28=-184 30=-187 31=-189 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023379 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-nm1l_aszugpVD3DJj036vKUrleL1KRKFTowoy1yy7No Scale = 1:80.8 1 2 3 4 5 6 7 12 11 10 98 15 13 16 14 5051 52 53 54 55 56 57 58 59 60 61 62 63 4x6 6x6 2x4 4x6 3x8 3x6 4x6 3x6 3x6 3x4 6x6 6x6 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-3-137-3-13 13-11-36-7-6 21-3-07-3-13 -1-2-8 1-2-8 2-5-0 2-5-0 7-3-13 4-10-13 13-11-3 6-7-6 18-10-0 4-10-13 21-3-0 2-5-0 3-5-912-0-03-5-912-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-12,0-1-8], [8:0-3-0,0-4-4], [12:0-3-0,0-4-4], [17:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.41 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.15 0.01 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 230 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* 4-11,5-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 24-25,39-40: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 3-12 JOINTS 1 Brace at Jt(s): 13, 14, 15, 16 REACTIONS. (size) 12=0-3-8, 8=0-3-8 Max Horz 12=370(LC 5) Max Uplift 12=-960(LC 8), 8=-1068(LC 8) Max Grav 12=1515(LC 43), 8=1540(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1009/745, 4-5=-652/595, 5-6=-1018/749 BOT CHORD 11-12=-506/621, 9-11=-455/655, 8-9=-288/456 WEBS 3-11=-321/431, 11-15=-465/547, 13-15=-465/547, 4-13=-493/569, 9-16=-496/613, 14-16=-471/553, 5-14=-471/555, 6-9=-322/416, 3-12=-1171/598, 6-8=-1150/684 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=960, 8=1068. 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) 148 lb down and 158 lb up at 0-1-12, 148 lb down and 158 lb up at 2-5-5, 148 lb down and 158 lb up at 4-5-5, 148 lb down and 158 lb up at 6-5-5, 148 lb down and 158 lb up at 8-5-5, 148 lb down and 158 lb up at 10-5-5, 148 lb down and 158 lb up at 12-5-5, 148 lb down and 158 lb up at 14-5-5, 148 lb down and 158 lb up at 16-5-5, 148 lb down and 158 lb up at 18-5-5, and 148 lb down and 158 lb up at 20-5-5, and 148 lb down and 158 lb up at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023379 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Gyb7Cwsbf_xMqDnWGjaLSY10V2hG3uaOhSfLVTyy7Nn 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, 5-7=-60, 8-12=-20 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023380 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8kre2Iw6jCSnJq5HVZfHcOBduf16?m3_c4dZeEyy7Nj Scale = 1:58.9 1 2 3 4 5 6 7 11 10 981213 14 15 16 17 18 195x12 3x6 3x6 4x6 5x12 3x6 3x6 5x6 10x10 4x8 3x12 4x8 3x12 5-10-85-10-8 11-5-85-7-0 17-0-85-7-0 22-11-05-10-8 5-10-8 5-10-8 11-5-8 5-7-0 17-0-8 5-7-0 22-11-0 5-10-8 0-10-149-6-00-10-149.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-2-0], [7:0-0-0,0-3-0] 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 0.87 0.48 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.04 0.06 (loc) 9-11 9-11 7 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 273 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-7-9, Right 2x4 SPF-S Stud 3-7-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 7=0-3-8 Max Horz 1=232(LC 26) Max Uplift 1=-353(LC 8), 7=-454(LC 9) Max Grav 1=4250(LC 2), 7=5759(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-6343/529, 3-4=-4776/503, 4-5=-4778/503, 5-7=-7097/581 BOT CHORD 1-11=-451/4812, 9-11=-451/4812, 8-9=-373/5426, 7-8=-373/5426 WEBS 4-9=-459/5273, 5-9=-2172/350, 5-8=-133/2800, 3-9=-1355/295, 3-11=-67/1819 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=353, 7=454. 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) 934 lb down and 76 lb up at 5-6-4, 934 lb down and 76 lb up at 7-6-4, 934 lb down and 76 lb up at 9-6-4, 934 lb down and 76 lb up at 11-6-4, 934 lb down and 76 lb up at 13-6-4, 934 lb down and 76 lb up at 15-6-4, 934 lb down and 76 lb up at 17-6-4, and 935 lb down and 71 lb up at 19-6-4, and 935 lb down and 71 lb up at 21-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG04 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023380 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8kre2Iw6jCSnJq5HVZfHcOBduf16?m3_c4dZeEyy7Nj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 9=-817(B) 12=-817(B) 13=-817(B) 14=-817(B) 15=-817(B) 16=-817(B) 17=-817(B) 18=-818(B) 19=-818(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023381 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-1V49tfzdmRyDoSP2kPjDnEMUVGN4xh3aXibmn?yy7Nf Scale = 1:50.9 1 2 3 4 5 6 7 8 9 10 13 12 1114 15 16 17 18 19 4x8 4x10 4x10 3x4 3x4 4x6 3x8 2x4 3x6 2x4 4x10 3x4 3x4 9-8-49-8-4 13-2-123-6-9 22-11-09-8-4 -1-2-8 1-2-8 4-11-14 4-11-14 9-8-4 4-8-6 13-2-12 3-6-9 17-11-2 4-8-6 22-11-0 4-11-14 24-1-8 1-2-8 0-10-147-11-128-2-10-10-147-11-129.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-0], [5:0-4-0,0-1-6], [6:0-5-0,0-0-10], [9:0-6-0,0-2-0] 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 0.19 0.60 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.20 0.02 (loc) 9-11 9-11 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 235 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* 6-13: 2x4 SPF No.2 SLIDER Left 2x4 SPF-S Stud 3-1-2, Right 2x4 SPF-S Stud 3-1-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 9=0-3-8 Max Horz 2=-207(LC 27) Max Uplift 2=-984(LC 8), 9=-971(LC 9) Max Grav 2=1934(LC 1), 9=1925(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2284/1269, 4-5=-2073/1272, 5-6=-1585/1067, 6-7=-2052/1247, 7-9=-2265/1245 BOT CHORD 2-13=-1011/1766, 11-13=-852/1568, 9-11=-874/1700 WEBS 4-13=-279/256, 5-13=-695/975, 6-11=-665/948, 7-11=-276/251 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 C; 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) 2=984, 9=971. 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) 277 lb down and 190 lb up at 3-9-0, 188 lb down and 106 lb up at 5-9-0, 193 lb down and 191 lb up at 7-9-0, 240 lb down and 270 lb up at 9-9-0, 240 lb down and 270 lb up at 11-2-0, 240 lb down and 270 lb up at 13-2-0, 193 lb down and 191 lb up at 15-2-0, and 188 lb down and 106 lb up at 17-2-0, and 277 lb down and 190 lb up at 19-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023381 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:36 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-1V49tfzdmRyDoSP2kPjDnEMUVGN4xh3aXibmn?yy7Nf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 12=-188 13=-188 11=-188 14=-277(F) 15=-188 16=-193 17=-193 18=-188 19=-277(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG06 Truss Type Half Hip Girder Qty 2 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023382 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-VheX5?zFXl44QbzEI6ESJRueMgpigAijmMLKJSyy7Ne Scale = 1:23.3 1 2 34 7 658 4x8 2x4 4x6 2x4 3x4 4x6 1-10-121-10-12 5-9-03-10-4 -1-2-8 1-2-8 1-10-12 1-10-12 5-9-0 3-10-4 1-5-93-6-33-8-13-6-314.00 12 Plate Offsets (X,Y)-- [3:0-5-2,0-2-0] 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-P 0.25 0.13 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=123(LC 8) Max Uplift 5=-168(LC 5), 7=-148(LC 8) Max Grav 5=297(LC 1), 7=421(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/143, 2-7=-426/164 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=168, 7=148. 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) 31 lb down and 5 lb up at -1-2-8 on top chord, and 145 lb down and 143 lb up at 1-10-12, and 118 lb down and 102 lb up at 3-9-12 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, 5-7=-20 Concentrated Loads (lb) Vert: 1=-27(F) 6=-63 8=-109 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023383 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NTt2wN0lbzaVuDH?XyJOUH3FCH6rcoPJhzJXSDyy7Na Scale = 1:68.7 1 2 3 4 5 6 7 14 13 12 11 10 9 815 16 17 18 19 8x8 5x6 6x8 3x8 5x10 MT18HS 3x6 6x6 10x10 8x8 3x12 10x10 6x8 5x10 MT18HS 4-5-64-5-6 8-7-44-1-14 11-7-123-0-9 15-9-104-1-14 20-3-04-5-6 -1-2-8 1-2-8 4-5-6 4-5-6 8-7-4 4-1-14 11-7-12 3-0-9 15-9-10 4-1-14 20-3-0 4-5-6 1-5-911-6-01-5-911-6-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [4:0-2-11,Edge], [5:0-2-11,Edge], [7:Edge,0-1-5], [8:Edge,0-3-8], [9:0-3-8,0-5-0], [11:0-3-8,0-5-0] 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 0.51 0.50 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.15 0.01 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 313 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 4-11,4-10,5-10,2-14,7-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-4 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. REACTIONS. (size) 14=0-3-8, 8=0-3-8 Max Horz 14=335(LC 5) Max Uplift 14=-1458(LC 8), 8=-1117(LC 8) Max Grav 14=4432(LC 2), 8=7982(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4724/1708, 3-4=-4233/1346, 4-5=-2744/787, 5-6=-4249/1107, 6-7=-5528/1023, 2-14=-4503/1587, 7-8=-5105/925 BOT CHORD 13-14=-333/364, 11-13=-1197/3013, 10-11=-847/2729, 9-10=-587/3540, 8-9=-99/411 WEBS 3-13=-778/685, 3-11=-700/770, 4-11=-1638/2941, 4-10=-287/800, 5-10=-799/2984, 6-10=-1474/270, 6-9=-42/1983, 2-13=-1070/3008, 7-9=-571/3244 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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) 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 C; 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1458, 8=1117. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1923 lb down and 1618 lb up at 6-1-8, 1127 lb down and 221 lb up at 8-0-12, 1026 lb down and 90 lb up at 10-0-12, 1026 lb down and 90 lb up at 12-0-12, 1026 lb down and 90 lb up at 14-0-12, 1026 lb down and 90 lb up at 16-0-12, and 1899 lb down and 147 lb up at 18-0-12, and 1906 lb down and 139 lb up at 20-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG07 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023383 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:41 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-NTt2wN0lbzaVuDH?XyJOUH3FCH6rcoPJhzJXSDyy7Na 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, 5-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 12=-1923(F) 9=-895(F) 8=-1639(F) 15=-963(F) 16=-895(F) 17=-895(F) 18=-895(F) 19=-1632(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023384 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Jr?oL2207bqD8XROfNLsZi8cU5nc4jqc8HoeX5yy7NY Scale = 1:70.9 12345678 16 15 14 13 12 11 10 917 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4x6 2x4 3x6 2x4 6x6 4x8 3x8 2x4 8x8 2x4 2x4 4x6 4x8 3x6 3x6 4x8 8-5-108-5-10 16-7-128-2-2 25-0-18-4-5 33-2-118-2-9 41-7-08-4-5 8-5-10 8-5-10 16-7-12 8-2-2 25-0-1 8-4-5 33-2-11 8-2-9 41-7-0 8-4-5 8-3-4Plate Offsets (X,Y)-- [9:0-3-0,0-4-4] 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 0.46 0.55 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.14 -0.02 (loc) 15-16 15-16 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 474 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-14: 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 2-16,2-13,5-13,5-10,7-9: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 8-9, 5-13, 7-9 REACTIONS. (size) 16=Mechanical, 9=Mechanical, 13=0-3-8 Max Uplift 16=-878(LC 4), 9=-1598(LC 4), 13=-3590(LC 4) Max Grav 16=1170(LC 31), 9=2106(LC 31), 13=4693(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-473/630, 4-5=-473/630, 5-7=-1613/1231 BOT CHORD 15-16=-479/634, 13-15=-479/634, 12-13=-1023/1347, 10-12=-1023/1347, 9-10=-1231/1613 WEBS 2-16=-847/638, 2-15=-1112/1551, 2-13=-1757/1324, 4-13=-492/232, 5-13=-2720/2059, 5-12=-989/1382, 5-10=-288/368, 7-10=-919/1276, 7-9=-2211/1686 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 C; 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) 16=878, 9=1598, 13=3590. 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. Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG08 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023384 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:43 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Jr?oL2207bqD8XROfNLsZi8cU5nc4jqc8HoeX5yy7NY NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 lb down and 278 lb up at 1-9-12, 251 lb down and 278 lb up at 3-9-12, 251 lb down and 278 lb up at 5-9-12, 251 lb down and 278 lb up at 7-9-12, 251 lb down and 278 lb up at 9-9-12, 251 lb down and 278 lb up at 11-9-12, 251 lb down and 278 lb up at 13-9-12, 251 lb down and 278 lb up at 15-9-12, 251 lb down and 278 lb up at 17-9-12, 251 lb down and 278 lb up at 19-9-12, 251 lb down and 278 lb up at 21-9-12, 251 lb down and 278 lb up at 23-9-12, 251 lb down and 278 lb up at 25-9-12, 251 lb down and 278 lb up at 27-9-12, 251 lb down and 278 lb up at 29-9-12, 251 lb down and 278 lb up at 31-9-12, 251 lb down and 278 lb up at 33-9-12, 251 lb down and 278 lb up at 35-9-12, and 251 lb down and 278 lb up at 37-9-12, and 251 lb down and 278 lb up at 39-9-12 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: 1-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 14=-199 11=-199 17=-199 18=-199 20=-199 21=-199 22=-199 24=-199 25=-199 26=-199 27=-199 29=-199 30=-199 31=-199 33=-199 34=-199 35=-199 36=-199 38=-199 39=-199 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023385 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-CcFJBQ5WApLfc8k9uCQojYJFai2Y0VfB3vmsgsyy7NU Scale = 1:23.2 1 2 3 4 6 5 78910 5x12 4x6 8x14 MT18HS 3x6 3x12 3-9-03-9-0 12-3-88-6-8 -1-2-8 1-2-8 3-9-0 3-9-0 12-3-8 8-6-8 0-4-41-5-101-7-41-5-104.00 12 Plate Offsets (X,Y)-- [2:0-3-7,0-0-11], [3:0-6-0,0-1-11], [4:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.93 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.28 0.03 (loc) 5-6 5-6 5 l/defl >687 >519 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 98 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 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=0-3-8, 2=0-3-8 Max Horz 2=67(LC 25) Max Uplift 5=-605(LC 4), 2=-634(LC 4) Max Grav 5=1346(LC 1), 2=1374(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4385/1938, 3-4=-794/359, 4-5=-275/128 BOT CHORD 2-6=-1870/4168, 5-6=-1792/3989 WEBS 3-6=-599/1352, 3-5=-3222/1445 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 C; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=605, 2=634. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 302 lb down and 171 lb up at 3-9-0, 275 lb down and 153 lb up at 3-9-12, 275 lb down and 153 lb up at 4-9-12, 275 lb down and 153 lb up at 6-9-12, and 275 lb down and 153 lb up at 8-9-12, and 275 lb down and 153 lb up at 10-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG09 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 48 Laura Vista Job Reference (optional) I42023385 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:47 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-CcFJBQ5WApLfc8k9uCQojYJFai2Y0VfB3vmsgsyy7NU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-577(F=-302) 7=-275 8=-275 9=-275 10=-275 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss TG10 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023386 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8?M4c67niRbNsSuY?dSGpzOhJVw4Ub4UWDFyklyy7NS Scale = 1:25.0 1 2 34 7 658 4x8 2x4 4x6 2x4 3x4 4x6 2-1-112-1-11 6-0-03-10-5 -1-2-8 1-2-8 2-1-11 2-1-11 6-0-0 3-10-5 1-5-93-9-113-11-93-9-1114.00 12 Plate Offsets (X,Y)-- [3:0-5-2,0-2-0] 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 0.25 0.16 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 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: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-3-8 Max Horz 7=158(LC 5) Max Uplift 5=-183(LC 5), 7=-164(LC 8) Max Grav 5=346(LC 1), 7=484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-322/145, 2-7=-486/177 WEBS 3-6=-157/284 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=183, 7=164. 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) 45 lb down and 8 lb up at -1-2-8 on top chord, and 170 lb down and 155 lb up at 2-1-11, and 152 lb down and 82 lb up at 4-0-12 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, 5-7=-20 Concentrated Loads (lb) Vert: 1=-40(F) 6=-115 8=-137 July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023387 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-VzAzfpBvXzDfyDnVoB2RV16RWWbG9rlDgVyjPyyy7NN Scale = 1:36.3 1 2 3 543x4 4x6 2x4 2x4 2x4 6-8-96-8-9 4-8-9 4-8-9 6-8-9 2-0-0 0-0-45-5-153-1-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,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 0.67 0.29 0.17 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=6-8-5, 4=6-8-5, 5=6-8-5 Max Horz 1=154(LC 10) Max Uplift 1=-27(LC 11), 4=-53(LC 11), 5=-119(LC 10) Max Grav 1=175(LC 18), 4=57(LC 9), 5=397(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-282/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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 except (jt=lb) 5=119. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023388 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-vYr5HrDoqubEpgV4TJb87fj?wkeKMEGgMTBO0Hyy7NK Scale = 1:27.2 1 2 3 542x4 4x6 2x4 2x4 2x4 5-5-25-5-2 3-5-2 3-5-2 5-5-2 2-0-0 0-0-43-11-151-7-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.46 0.13 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=5-4-14, 4=5-4-14, 5=5-4-14 Max Horz 1=94(LC 10) Max Uplift 1=-56(LC 11), 4=-72(LC 11), 5=-25(LC 7) Max Grav 1=138(LC 18), 4=83(LC 18), 5=259(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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, 5. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023389 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:16:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-swzsiWE2MVry2_fTbkecC4pQOXMvq8WyqngU5Ayy7NI Scale = 1:15.3 1 2 3 4 2x4 4x6 2x4 2x4 4-1-114-1-11 2-1-11 2-1-11 4-1-11 2-0-0 0-0-42-5-150-1-1514.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.15 0.06 0.01 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-1-7, 3=4-1-7, 4=4-1-7 Max Horz 1=-57(LC 6) Max Uplift 1=-27(LC 11), 3=-22(LC 10) Max Grav 1=91(LC 1), 3=91(LC 1), 4=113(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023390 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-GVf_LYHweQEXvRO2GsBJqjRq3lLQ1ULPWlu8iVyy7NF Scale: 1/2"=1' 1 2 3 43x4 4x6 3x4 2x4 0-0-50-0-5 10-1-610-1-1 5-0-11 5-0-11 10-1-6 5-0-11 0-0-43-9-80-0-49.00 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 0.57 0.20 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=10-0-11, 3=10-0-11, 4=10-0-11 Max Horz 1=-89(LC 6) Max Uplift 1=-35(LC 10), 3=-44(LC 11), 4=-16(LC 10) Max Grav 1=189(LC 1), 3=189(LC 1), 4=362(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023391 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-khDMYuIZPkMOXbzEqaiYNwz658ghmyhYkOeiExyy7NE Scale = 1:10.0 1 2 3 2x4 3x4 2x4 0-0-50-0-5 3-10-113-10-6 1-11-6 1-11-6 3-10-11 1-11-6 0-0-41-5-80-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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-P 0.10 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-10-1, 3=3-10-1 Max Horz 1=29(LC 7) Max Uplift 1=-14(LC 10), 3=-14(LC 11) Max Grav 1=121(LC 1), 3=121(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023392 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-8GuVAwKRifkyO3hpViGF?ZbagMkozHZ_RMsMrGyy7NB Scale = 1:57.8 1 2 3 4 7653x4 4x6 2x4 2x4 2x4 2x4 2x4 10-8-1510-8-15 7-10-15 7-10-15 10-8-15 2-10-0 0-0-49-2-135-11-214.00 12 Plate Offsets (X,Y)-- [3:Edge,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 0.27 0.11 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 10-8-12. (lb) - Max Horz 1=281(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-100(LC 8), 7=-323(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=313(LC 17), 7=444(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-340/261 WEBS 2-7=-444/363 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 7-10-15, Exterior(2E) 7-10-15 to 10-7-13 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=100, 7=323. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023393 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-5f0FbbLhEG_geMrCc7Ij4_hxb9QWQBbHugLTv9yy7N9 Scale = 1:53.7 1 2 3 4 7652x4 4x6 2x4 2x4 2x4 2x4 2x4 10-2-210-2-2 7-4-2 7-4-2 10-2-2 2-10-0 0-0-48-6-135-3-214.00 12 Plate Offsets (X,Y)-- [3:Edge,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 0.24 0.10 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS.All bearings 10-1-14. (lb) - Max Horz 1=255(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-111(LC 8), 7=-301(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=320(LC 17), 7=411(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/251 WEBS 2-7=-418/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 7-4-2, Exterior(2E) 7-4-2 to 10-0-15 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=111, 7=301. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023394 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-12800HNymuEOtg?akYKB9PmHLz54u17aL_qa_1yy7N7 Scale = 1:51.7 1 2 3 4 7652x4 4x6 2x4 2x4 2x4 2x4 2x4 9-7-49-7-4 6-9-4 6-9-4 9-7-4 2-10-0 0-0-47-10-134-7-214.00 12 Plate Offsets (X,Y)-- [3:Edge,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 0.23 0.09 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-7-1. (lb) - Max Horz 1=228(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-126(LC 8), 7=-283(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=324(LC 17), 7=386(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/243 WEBS 2-7=-399/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 6-9-4, Exterior(2E) 6-9-4 to 9-6-1 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=126, 7=283. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023395 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-VEhODdOaXBMFVqamIFrQicJS9NRIdVJjaea7WTyy7N6 Scale: 1/4"=1' 1 2 3 4 7652x4 4x6 2x4 2x4 2x4 2x4 2x4 9-0-69-0-6 6-2-6 6-2-6 9-0-6 2-10-0 0-0-47-2-133-11-214.00 12 Plate Offsets (X,Y)-- [3:Edge,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 0.22 0.09 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-0-3. (lb) - Max Horz 1=202(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5, 6 except 1=-147(LC 8), 7=-272(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=324(LC 17), 7=370(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-291/239 WEBS 2-7=-391/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-7-6, Exterior(2R) 5-7-6 to 6-2-6, Exterior(2E) 6-2-6 to 8-11-4 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jt=lb) 1=147, 7=272. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023396 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Rdp8eJPq3oczk8k9Pguun1OgIA3x5Qf02y3EaMyy7N4 Scale = 1:39.2 1 2 3 543x4 4x6 2x4 2x4 2x4 7-10-97-10-9 5-0-9 5-0-9 7-10-9 2-10-0 0-0-45-10-112-7-014.00 12 Plate Offsets (X,Y)-- [2:Edge,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 0.76 0.34 0.23 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=7-10-6, 4=7-10-6, 5=7-10-6 Max Horz 1=148(LC 10) Max Uplift 1=-70(LC 11), 4=-91(LC 11), 5=-81(LC 10) Max Grav 1=205(LC 18), 4=114(LC 18), 5=434(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-313/117 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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, 5. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023397 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-O?xv3?R4aQshzRtYX5wMsST6h_onZMVJVGYLfFyy7N2 Scale = 1:29.5 1 2 3 543x4 4x6 2x4 2x4 2x4 6-7-26-7-2 3-9-2 3-9-2 6-7-2 2-10-0 0-0-44-4-111-1-014.00 12 Plate Offsets (X,Y)-- [2:Edge,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 0.38 0.18 0.07 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-6-15, 4=6-6-15, 5=6-6-15 Max Horz 1=104(LC 7) Max Uplift 1=-91(LC 11), 4=-94(LC 11), 5=-45(LC 7) Max Grav 1=180(LC 18), 4=147(LC 18), 5=285(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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, 5. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023398 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-sBVHHLSiLj_YbbSk4oRbPg0J4O8VIqfTkwHuBhyy7N1 Scale = 1:17.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-30-0-3 4-11-74-11-3 2-5-11 2-5-11 4-11-7 2-5-11 0-0-42-10-110-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.21 0.09 0.02 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-0, 3=4-11-0, 4=4-11-0 Max Horz 1=-67(LC 6) Max Uplift 1=-32(LC 11), 3=-26(LC 10) Max Grav 1=107(LC 1), 3=107(LC 1), 4=134(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023399 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-oad1h0TztLFFqvc7CDT3U55hQBrQmkPlBEm?GZyy7N? Scale = 1:9.8 1 2 3 2x4 3x4 2x4 0-0-30-0-3 2-0-52-0-1 1-2-5 1-2-5 2-0-5 0-10-0 0-0-41-4-110-3-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1], [3:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-1, 3=2-0-1 Max Horz 1=-27(LC 6) Max Uplift 1=-8(LC 11), 3=-8(LC 10) Max Grav 1=68(LC 1), 3=68(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023400 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-GmAPvMUbeeN6S3BJmx?I0IemWbApV7JvQuWYo0yy7N_ Scale = 1:72.2 1 2 3 4 5 6 7 12 11 10 9 8 2x4 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 14-6-414-6-4 -1-2-8 1-2-8 14-6-4 14-6-4 1-11-212-9-139.00 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 0.39 0.11 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 7-8: 2x4 SPF No.2, 2-11: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS.All bearings 14-6-4. (lb) - Max Horz 12=437(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8 except 12=-148(LC 8), 9=-161(LC 10), 10=-158(LC 10), 11=-440(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8 except 12=565(LC 10), 9=370(LC 17), 10=354(LC 17), 11=381(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-552/331, 2-3=-503/316, 3-4=-385/243 BOT CHORD 11-12=-449/264 WEBS 6-9=-285/215, 4-10=-274/206, 2-11=-323/552 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 9-0-14, Exterior(2E) 9-0-14 to 14-4-8 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 12=148, 9=161, 10=158, 11=440. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023401 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-C9IAK2VrAGdqhMLhtL1m6jj6mPsEz0WCtC?fruyy7My Scale = 1:60.1 1 2 3 4 5 6 10 9 8 7 3x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-11-1213-11-12 13-11-12 13-11-12 0-0-410-5-139.00 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 0.41 0.12 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 13-11-7. (lb) - Max Horz 1=402(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7 except 1=-101(LC 8), 8=-165(LC 10), 9=-156(LC 10), 10=-128(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7 except 1=297(LC 10), 8=377(LC 17), 9=351(LC 17), 10=291(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-499/318, 2-3=-386/249 WEBS 5-8=-291/219, 3-9=-271/204 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-5-4 to 5-11-12, Interior(1) 5-11-12 to 8-6-15, Exterior(2E) 8-6-15 to 13-10-8 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=101, 8=165, 9=156, 10=128. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023402 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-gLsYXOWTxZlhJWwuR3Y?exGKVpBNiWnL6skCOLyy7Mx Scale = 1:46.7 1 2 3 4 7653x4 2x4 2x4 2x4 2x4 2x4 2x4 10-10-7 10-10-7 0-0-48-1-139.00 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 0.22 0.12 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS.All bearings 10-10-2. (lb) - Max Horz 1=309(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-171(LC 10), 7=-134(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=390(LC 17), 7=302(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-379/195, 2-3=-251/137 WEBS 3-6=-300/242 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=171, 7=134. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023403 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-5wYh9PZMEU7GA_eT6B5iGZurv0BMvu1noqzs?fyy7Mu Scale = 1:34.9 1 2 3 542x4 2x4 2x4 2x4 2x4 7-9-2 7-9-2 0-0-45-9-139.00 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 0.21 0.23 0.07 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: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-8-12, 4=7-8-12, 5=7-8-12 Max Horz 1=216(LC 10) Max Uplift 4=-60(LC 10), 5=-170(LC 10) Max Grav 1=131(LC 19), 4=136(LC 17), 5=386(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/152 WEBS 2-5=-294/291 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=170. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023404 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-Z753NlZ_?oF7o7DfgvdxonQzvQWNeMOx1TiQX6yy7Mt Scale = 1:18.6 1 2 3 4 3x4 3x4 2x4 2x4 4-7-124-7-12 4-2-7 4-2-7 4-7-12 0-5-5 0-0-43-1-139.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-0] 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-R 0.44 0.31 0.00 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: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-7-7, 4=4-7-7 Max Horz 1=114(LC 10) Max Uplift 4=-67(LC 10) Max Grav 1=164(LC 1), 4=166(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023405 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-VVDpoRbEWPVr1RN2nKfPuCWISDD66EbEUnBXb_yy7Mr Scale = 1:34.3 1 2 3 43x4 4x6 3x4 2x4 0-0-30-0-3 8-10-148-10-10 4-5-7 4-5-7 8-10-14 4-5-7 0-0-45-2-50-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,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 0.51 0.17 0.08 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=8-10-7, 3=8-10-7, 4=8-10-7 Max Horz 1=-129(LC 6) Max Uplift 1=-40(LC 11), 3=-31(LC 10), 4=-11(LC 10) Max Grav 1=193(LC 1), 3=193(LC 1), 4=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023406 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-RuLaD7cU21lZGlXQvkhtzdbi61vka9vWy5gdgtyy7Mp Scale = 1:25.3 1 2 3 42x4 4x6 2x4 2x4 6-3-126-3-12 6-4-00-0-3 3-2-0 3-2-0 6-4-0 3-2-0 0-0-43-8-50-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,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 0.24 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-3-9, 3=6-3-9, 4=6-3-9 Max Horz 1=89(LC 7) Max Uplift 1=-31(LC 11), 3=-23(LC 10), 4=-5(LC 10) Max Grav 1=132(LC 1), 3=132(LC 1), 4=191(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 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. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023407 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-OGTKdpelae?GW2hp09jL22g4irdt23jpPP9kklyy7Mn Scale = 1:13.8 1 2 3 4 2x4 4x6 2x4 2x4 3-8-153-8-15 3-9-20-0-3 1-10-9 1-10-9 3-9-2 1-10-9 0-0-42-2-50-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,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-P 0.11 0.05 0.01 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-8-11, 3=3-8-11, 4=3-8-11 Max Horz 1=-49(LC 6) Max Uplift 1=-23(LC 11), 3=-19(LC 10) Max Grav 1=78(LC 1), 3=78(LC 1), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. July 14,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job B20001926 Truss V22 Truss Type Valley Qty 1 Ply 1 Wedgewood 48 Laura Vista Job Reference (optional) I42023408 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 14 14:17:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:Evmu?UodA73SXT0hJL4mxCzE?Fn-sT1ir9fNLy777CF?atFabFDBWEz2nV6ze3vHHCyy7Mm Scale = 1:18.0 1 2 3 54 2x4 3x6 2x4 3x4 -1-2-8 1-2-8 1-10-12 1-10-12 1-6-82-11-99.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.36 0.05 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 -0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=1-10-12, 4=1-10-12 Max Horz 5=73(LC 7) Max Uplift 4=-69(LC 10) Max Grav 5=181(LC 1), 4=69(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-58/264 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. July 14,2020 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths