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HomeMy WebLinkAbout42240031 - WWC 31 - Truss DetailsDE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc. Job: 2005708-12T 83 truss design(s) 77615-W1 10/07/2020 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments. 675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall be provided to the building official as required by the General Administrative Rules (675 IAC 12) for Class 1 structures or by local ordinance for Class 2 structures. Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length is the distance from the top chord to bottom chord. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2014 Chapter 2. Warning !—Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D’Onofrio Drive, Madison, WI 53719 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x6 3x8 5 4 1 2 3 W1 T1 B1 Scale = 1:23.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 Vert(LL) 0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT) 0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.06 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=34/Mechanical,(min.0-1-8),4=17/Mechanical,(min.0-1-8), 5=130/0-6-0,(min.0-1-8) Max Horiz5=87(LC13) Max Uplift3=-72(LC16),4=-28(LC13) Max Grav3=65(LC30),4=51(LC14),5=188(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding28 lbupliftat joint4and72 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J01 8 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:45 Page: 1 ID:w_WWTLLz5ilrQATXY5g?6_yxq4H-leMqhVVFNtXw0MBpC00YVlUs2DAMojBlNdN6euyVpqm DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 4x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL) 0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)-0.03 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=89/Mechanical,(min.0-1-8),4=43/Mechanical,(min.0-1-8), 5=196/0-6-0,(min.0-1-8) Max Horiz5=133(LC16) Max Uplift3=-101(LC16),4=-4(LC16) Max Grav3=150(LC23),4=75(LC7),5=264(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to4-0-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding101 lbupliftatjoint3and4 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J02 19 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:46 Page: 1 ID:GyJPX2P6vEN8WxLULeFAp1yxq4C-DqwCurVt8BfneWm?mjXn1z10GdW9XARucH6gBKyVpql DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 5x6 5 4 1 2 3 W1 T1 B1 Scale = 1:25 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL) 0.05 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.36 Vert(CT)-0.04 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.06 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=101/Mechanical,(min.0-1-8),4=50/Mechanical,(min. 0-1-8),5=213/0-6-0,(min.0-1-8) Max Horiz5=148(LC16) Max Uplift3=-112(LC16),4=-3(LC16) Max Grav3=170(LC23),4=85(LC7),5=271(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to4-6-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding112 lbupliftat joint3and3lbupliftatjoint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J03 22 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:46 Page: 1 ID:dv7IalTFkm?QciES7CrLW5yxq47-DqwCurVt8BfneWm?mjXn1z1?2dVEXARucH6gBKyVpql DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:22.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL) 0.02 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT) 0.02 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=54/Mechanical,(min.0-1-8),4=26/Mechanical,(min.0-1-8), 5=165/0-3-8,(min.0-1-8) Max Horiz5=96(LC16) Max Uplift3=-73(LC16),4=-26(LC13) Max Grav3=89(LC23),4=49(LC7),5=229(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to2-11-4 zone;end verticalleftexposed;porchleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint3and26 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J04 6 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:46 Page: 1 ID:6wGyUX5sUlZ2siCSA7nYd3yxq3J-DqwCurVt8BfneWm?mjXn1z130dXlXARucH6gBKyVpql DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:22.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=10/Mechanical,(min.0-1-8),4=7/Mechanical,(min.0-1-8), 5=131/0-3-8,(min.0-1-8) Max Horiz5=60(LC13) Max Uplift3=-38(LC16),4=-26(LC13) Max Grav3=26(LC30),4=22(LC7),5=189(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone;end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding26 lbupliftat joint4and38 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J05 1 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:46 Page: 1 ID:hc6FQKGeB2J3XrH8?31qB0yxq35-DqwCurVt8BfneWm?mjXn1z14fdZRXARucH6gBKyVpql DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.9912 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:20.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL) 0.04 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(CT)-0.04 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT) -0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=88/Mechanical,(min.0-1-8),4=37/Mechanical,(min.0-1-8), 5=197/0-3-8,(min.0-1-8) Max Horiz5=81(LC16) Max Uplift3=-71(LC12),4=-37(LC9),5=-102(LC8) Max Grav3=144(LC19),4=81(LC7),5=270(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-252/79 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;end vertical leftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding102 lbupliftatjoint5,71 lbupliftat joint3and37 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9) Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)19 lbdownand37 lbupat2-7-9,and75 lbdownand36 lbupat2-11-5on top chord,and7 lbdownand28 lbupat2-7-9,and19 lbdownand32lbupat2-11-5onbottomchord.Thedesign/selectionofsuch connectiondevice(s)is the responsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1) Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:9=1(B),10=1(F) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-7=-32(F=10,B=10),7=-32(F=10,B=10)-to-8=-36(F=7,B=7),8=-36(F=7,B=7)-to-3=-66(F=-8,B=-8),5=0(F=10,B=10)-to-9=-12 (F=4,B=4),9=-12(F=4,B=4)-to-10=-14(F=3,B=3),10=-14(F=3,B=3)-to-4=-26(F=-3,B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J06 1 12005708-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:46 Page: 1 ID:LBMDWEcqMyzyWJ?iCe2dt7yxq2e-DqwCurVt8BfneWm?mjXn1z12GdY8XARucH6gBKyVpql DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 1.5x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:18.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-3-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=24/Mechanical,(min.0-1-8),4=12/Mechanical,(min.0-1-8), 5=178/0-3-8,(min.0-1-8) Max Horiz5=59(LC13) Max Uplift3=-34(LC16),4=-18(LC13),5=-32(LC16) Max Grav3=35(LC23),4=33(LC7),5=252(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-2-10 zone;end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint5,34 lbupliftatjoint3and18 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J07 1 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:47 Page: 1 ID:Dh4InoShQzKoSJVDxQJarNyxq2r-h1Ub6BWVvVneGgLBKR30aAZFc1vtGdh2rxsDjmyVpqk DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:20.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=24/Mechanical,(min.0-1-8),4=12/Mechanical,(min.0-1-8), 5=121/0-6-0,(min.0-1-8) Max Horiz5=59(LC13) Max Uplift3=-45(LC16),4=-12(LC16) Max Grav3=41(LC30),4=27(LC7),5=173(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding12 lbupliftat joint4and45 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J08 1 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:47 Page: 1 ID:TVDPy7O_Hd1tB8u0y5CdTdyxq1e-h1Ub6BWVvVneGgLBKR30aAZFD1veGdh2rxsDjmyVpqk DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.9912 1.5x4 3x4 1.5x4 3x4 8 7 1 2 6 5 3 4 W1 T1 B1 B2 B3 W2 Scale = 1:25.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)-0.01 6 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(CT)-0.02 7 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT) -0.01 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:20 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-4-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 4=86/Mechanical,(min.0-1-8),5=66/Mechanical,(min.0-1-8), 8=185/0-9-11,(min.0-1-8) Max Horiz8=86(LC16) Max Uplift4=-49(LC12),5=-26(LC12),8=-66(LC30) Max Grav4=122(LC19),5=99(LC19),8=253(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding66 lbupliftat joint8,49 lbupliftatjoint4and26 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9) Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)85 lbdownand29 lbupat1-11-0,and75 lbdownand46 lbupat3-0-13on top chord,and8 lbdownand11 lbupat1-11-0,and18 lbdownand20 lbupat3-0-13onbottom chord.Thedesign/selectionof such connectiondevice(s) is the responsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1) Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:11=1(F),12=0(B) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-9=-25(F=13,B=13),9=-25(F=13,B=13)-to-10=-39(F=6,B=6),10=-39(F=6,B=6)-to-3=-53(F=-1,B=-1),3=-53(F=-1,B=-1)- to-4=-69(F=-9,B=-9),8=0(F=10,B=10)-to-11=-9(F=5,B=5),11=-9(F=5,B=5)-to-12=-15(F=2,B=2),12=-15(F=2,B=2)-to-7=-21(F=0,B=0),6=-21(F=0, B=0)-to-5=-27(F=-3,B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J09 1 12005708-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:47 Page: 1 ID:Xf9Vf3n2lS3K13K9qpm8mNyxq18-h1Ub6BWVvVneGgLBKR30aAZEF1s_Gdh2rxsDjmyVpqk DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 2x4 5 4 1 2 W1 T1 B1 Scale = 1:19.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-8-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=15/Mechanical,(min.0-1-8),4=8/Mechanical,(min.0-1-8), 5=155/0-6-0,(min.0-1-8) Max Horiz5=51(LC13) Max Uplift3=-27(LC16),4=-3(LC13),5=-29(LC16) Max Grav3=21(LC23),4=26(LC7),5=216(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding29 lbupliftat joint5,3lbupliftatjoint4and27 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J10 1 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:47 Page: 1 ID:3C4iuvZm_wottIyim1Sw1ayxq1Q-h1Ub6BWVvVneGgLBKR30aAZGX1wHGdh2rxsDjmyVpqk DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x4 1.5x4 3x4 8 7 1 2 6 5 3 4 W1 T1 B1 B2 B3 W2 Scale = 1:26.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL) 0.04 6 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(CT)-0.05 7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.02 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:17 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 4=95/Mechanical,(min.0-1-8),5=55/Mechanical,(min.0-1-8), 8=241/0-6-0,(min.0-1-8) Max Horiz8=105(LC16) Max Uplift4=-64(LC16),5=-11(LC16),8=-32(LC16) Max Grav4=144(LC23),5=72(LC23),8=307(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-274/172 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint8,64 lbupliftatjoint4and11 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J11 7 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:48 Page: 1 ID:7u3fkUM9SC6WnR?OeueOiUyxq0O-h1Ub6BWVvVneGgLBKR30aAZFJ1sgGdh2rxsDjmyVpqk DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 4x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:21.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL) 0.04 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(CT)-0.04 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT) -0.04 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 3=102/Mechanical,(min.0-1-8),4=49/Mechanical,(min. 0-1-8),5=241/0-6-0,(min.0-1-8) Max Horiz5=105(LC16) Max Uplift3=-83(LC16),5=-32(LC16) Max Grav3=161(LC23),4=86(LC7),5=307(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-271/193 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint5and83 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 J12 2 12005708-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:48 Page: 1 ID:UssYnBQIGklpuCuLQRDZPYyxq0J-9D1zJXX7gowVtqwOu8aF7O6NJRC9?4xB3bbnFDyVpqj DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 =3x4 =3x4 1 5 42 3 T1 T1 B1 Scale = 1:20 Plate Offsets(X,Y):[3:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:14 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS Allbearings4-9-5. (lb)-Max Horiz2=55(LC15),6=55(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)2,4,6,10 Max GravAllreactions250(lb)or lessat joint(s)2,4,6,10 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,4,2,4. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 P01 5 12005708-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:48 Page: 1 ID:qpfQquUR5HN5_zmJD_pk6byxq0E-9D1zJXX7gowVtqwOu8aF7O6SLRFN?4xB3bbnFDyVpqj DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 121 18 17 16 15 14 13 112 4 5 6 7 8 9 103 T1 T2 T3 T1 B1 B2 ST1ST1ST1 ST1 ST1 Scale=1:49.6 Plate Offsets(X,Y):[3:0-2-0,Edge], [10:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.21 Vert(LL) n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT) 0.01 23 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:68lb FT=20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance withStabilizerInstallationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=29(LC20),19=29(LC20) Max UpliftAlluplift100(lb)or lessatjoint(s)2,11,13,14,15,17,18,19, 23 Max GravAllreactions250(lb)or lessatjoint(s)except2=332(LC41), 11=332(LC41),13=420(LC40),14=429(LC40),15=431(LC40),17=429(LC40),18=420(LC40),19=332(LC41),23=332 (LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexceptwhen shown. TOPCHORD 2-26=-275/117,11-29=-275/113 WEBS 6-15=-347/132,5-17=-355/136,4-18=-320/131,7-14=-355/135,9-13=-320/129 NOTES 1) Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to3-9-0, Corner(3R)3-9-0 to6-9-0,Exterior(2N)6-9-0 to23-11-0,Corner(3R)23-11-0 to26-8-7,Exterior(2N)26-8-7 to27-3-13 zone;cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15);Is=1.0;RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopesless than0.500/12 inaccordancewith IBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 7) Provideadequatedrainage toprevent waterponding. 8) Allplatesare1.5x4MT20unlessotherwise indicated.9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)2,15,17,18,14,13,11,2,11. 13)This truss is designedinaccordance with the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 P02 1 12005708-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.WedOct0712:24:48 Page: 1 ID:UgRpUd1HGPAaV2H8vfeXzIyxq?W-9D1zJXX7gowVtqwOu8aF7O6QlREx?3jB3bbnFDyVpqj DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =3x4 =3x4 =3x4 =3x4 111 17 16 15 14 13 12 2 10 3 956748 T1 T2 T1 B1 B2 ST2ST2ST1 ST2 ST1 Scale =1:48.5 Plate Offsets(X,Y):[4:0-2-0,Edge], [8:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.31 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.25 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:76 lb FT = 20% LUMBER TOPCHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-MaxHoriz2=-55(LC21),18=-55(LC21) MaxUpliftAlluplift100(lb)or lessat joint(s)2,10,12,13,14,16,18,21 except17=-102(LC16) MaxGravAllreactions250(lb)or lessat joint(s)2,10,18,21except 12=523(LC41),13=416(LC40),14=438(LC40),16=416(LC 40),17=523(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 6-14=-353/142,5-16=-345/118,3-17=-379/177,7-13=-345/119,9-12=-379/172 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to6-9-0, Corner(3R)6-9-0 to9-10-0,Exterior(2N)9-10-0 to20-11-0, Corner(3R)20-11-0 to23-11-0,Exterior(2N)23-11-0 to 27-3-13 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face),seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaceswith slopesless than0.500/12 inaccordance with IBC1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesignedforgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7) Provideadequatedrainage toprevent waterponding. 8) Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequirescontinuousbottomchordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesignedfora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 12)Providemechanicalconnection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,14,16,13,12,10,2,10except(jt=lb)17=102. 13)This truss is designed inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 P03 1 12005708-12T Piggyback JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.WedOct0712:24:49 Page: 1 ID:NRhKK?4oJeg?_fbw8UiT88yxq?S-ePbLXsYmR62MVzVaRr5UfbfauqZikWjLIFLKnfyVpqi DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 =6x6 =6x6 =3x4 91 15 14 13 12 11 10 82 73 54 6 T1 T2 T1 B1 B2 ST2ST2 ST1 ST2 ST1 Scale=1:48.6 PlateOffsets(X,Y):[2:0-2-0,Edge], [8:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:82lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings25-8-14. (lb)-MaxHoriz2=-82(LC21),16=-82(LC21) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,8,12,14,16,19except 10=-147(LC17),15=-148(LC16) Max GravAllreactions250(lb)or lessat joint(s)except2=289(LC41), 8=289(LC41),10=572(LC41),11=255(LC40),12=506(LC40),14=255(LC40),15=572(LC41),16=289(LC41),19=289 (LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 5-12=-420/156,3-15=-435/219,7-10=-435/218 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneandC-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to9-9-0, Corner(3R)9-9-0to12-9-0,Exterior(2N)12-9-0 to17-11-0,Corner(3R)17-11-0to20-11-0,Exterior(2N)20-11-0 to 27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesignedforwind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance withIBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Thistrusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother liveloads. 7) Provideadequatedrainage topreventwaterponding. 8) Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc. 11)Thistrusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,12,14,8,2,8except(jt=lb)15=147,10=146. 13)Thistrussisdesigned inaccordance with the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 P04 1 12005708-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.WedOct0712:24:49 Page: 1 ID:gnc_oOABgnZ0KkdG3TL6wdyxq?L-ePbLXsYmR62MVzVaRr5UfbfZhqZ4kVQLIFLKnfyVpqi DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =3x4 =3x4 111 17 16 15 14 13 12 2 10 3 9 4 8 65 7 T1 T2 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale = 1:48.8 Plate Offsets(X,Y):[2:0-2-0,Edge], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.25 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:85 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-108(LC21),18=-108(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)2,10,13,16,18,21except 12=-142(LC17),17=-142(LC16) Max GravAllreactions250(lb)or lessat joint(s)except2=299(LC41), 10=299(LC41),12=558(LC41),13=371(LC41),14=276(LC 40),16=371(LC41),17=558(LC41),18=299(LC41),21=299 (LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-16=-311/147,3-17=-419/217,8-13=-311/149,9-12=-419/218 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to12-9-0,Corner(3E)12-9-0 to14-11-0, Corner(3R)14-11-0to17-10-0,Exterior(2N)17-10-0 to27-3-13 zone; cantilever leftand rightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,16,13,10,2,10except(jt=lb)17=142,12=142. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 P05 1 12005708-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:50 Page: 1 ID:4MH6QPC3zixaBBMrkbupYFyxq?I-6c9jkCZOCQAD774m?ZcjCpBlvEuvTyGUXv4tK5yVpqh DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 91 15 14 13 12 11 10 2 8 3 7 4 6 5 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale = 1:48.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:86 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-119(LC21),16=-119(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)2,8,16,19except10=-138(LC17),11=-110(LC17),14=-110(LC16),15=-138(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8,16,19except 10=409(LC2),11=360(LC24),12=269(LC2),14=360(LC 23),15=409(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-14=-294/180,3-15=-283/211,6-11=-294/180,7-10=-283/211 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to13-10-0,Corner(3R)13-10-0 to16-10-0,Exterior(2N)16-10-0 to27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,8,2,8except(jt=lb)14=110,15=138,11=110,10=137. 12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 P06 3 12005708-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:50 Page: 1 ID:y7XdGnFa0xR0gpfczRzli5yxq?E-6c9jkCZOCQAD774m?ZcjCpBmHEvATyyUXv4tK5yVpqh DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 91 15 14 13 12 11 10 82 73 64 5 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale = 1:48.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:86 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-119(LC17),16=-119(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)2,8,16,19except10=-138(LC17),11=-110(LC17),14=-110(LC16),15=-138(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8,16,19except 10=409(LC2),11=361(LC24),12=270(LC2),14=360(LC 23),15=409(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-14=-293/179,3-15=-284/211,6-11=-294/179,7-10=-283/211 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to13-9-10,Corner(3R)13-9-10 to16-9-10,Exterior(2N)16-9-10 to27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,8,2,8except(jt=lb)14=109,15=138,11=109,10=137. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 P07 1 12005708-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:50 Page: 1 ID:zgaUPPfv0OjBl1F8yaaj4Gyxq_i-6c9jkCZOCQAD774m?ZcjCpBmHEvATyuUXv4tK5yVpqh DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =3x4 =3x4 =3x4 =3x4 111 17 16 15 14 13 12 102 93 84675 T1 T2 T1 B1 B2 ST3ST2 ST1 ST2 ST1 Scale = 1:48.7 Plate Offsets(X,Y):[2:0-2-0,Edge], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:84 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=90(LC20),18=90(LC20) Max UpliftAlluplift100(lb)or lessat joint(s)2,10,13,14,16,18,21 except12=-150(LC17),17=-150(LC16) Max GravAllreactions250(lb)or lessat joint(s)except2=283(LC41), 10=283(LC41),12=566(LC41),13=308(LC41),14=444(LC 40),16=308(LC41),17=566(LC41),18=283(LC41),21=283 (LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 6-14=-358/114,3-17=-428/223,9-12=-428/223 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to10-8-4,Corner(3R)10-8-4 to13-10-0,Exterior(2N)13-10-0 to16-11-12,Corner(3R)16-11-12 to19-11-12,Exterior(2N) 19-11-12 to27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc.11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,14,16,13,10,2,10except(jt=lb)17=149,12=150. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 P08 1 12005708-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:51 Page: 1 ID:JeONS6j2qwMUro86l79unJyxq_d-aoj5xYZ0zjI4kHfzZG7yk0kwGeEXCPuelZqRsXyVpqg DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =3x4 =3x4 =3x4 =3x4 111 17 16 15 14 13 12 102 93 5 6 7 84 T1 T2 T1 B1 B2 ST2ST2 ST1 ST2 ST1 Scale=1:48.5 Plate Offsets(X,Y):[2:0-2-0,Edge], [4:0-2-0,Edge], [8:0-2-0,Edge], [10:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.29 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.24 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.11 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:78 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-63(LC17),18=-63(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)2,10,13,14,16,18,22 except12=-115(LC17),17=-119(LC16) Max GravAllreactions250(lb)or lessat joint(s)except2=282(LC41),10=282(LC41),12=527(LC41),13=383(LC40),14=451(LC 40),16=383(LC40),17=527(LC41),18=282(LC41),22=282 (LC41) FORCES (lb)-Max.Comp./Max.Ten.-Allforces250(lb)or lessexceptwhen shown. WEBS 6-14=-366/146,5-16=-312/107,3-17=-386/186,7-13=-312/109,9-12=-386/184 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to7-8-4, Corner(3R)7-8-4 to10-8-4,Exterior(2N)10-8-4 to19-11-12,Corner(3R)19-11-12 to22-11-12,Exterior(2N)22-11-12 to27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0;RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance with IBC 1608.3.4. 5) Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 timesflatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottomchordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)2,14,16,13,10,2,10except(jt=lb)17=118,12=114. 13)This truss is designed inaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 P09 1 12005708-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:51 Page: 1 ID:CPdtIUmYu9swKQSt_zEqy9yxq_Z-aoj5xYZ0zjI4kHfzZG7yk0kwheEKCQ_elZqRsXyVpqg DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 121 18 17 16 15 14 13 112 4 5 6 7 8 9 103 T1 T2 T3 T1 B1 B2 ST1ST1ST1 ST1 ST1 Scale = 1:48.8 Plate Offsets(X,Y):[3:0-2-0,Edge], [10:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.21 Vert(LL) n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.22 Vert(CT) n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT) 0.01 23 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:70lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizerInstallationguide.REACTIONS Allbearings25-8-14. (lb)-MaxHoriz2=-37(LC17),19=-37(LC17) MaxUpliftAlluplift100(lb)or lessat joint(s)2,11,13,14,15,17,18,19, 23 MaxGravAllreactions250(lb)or lessat joint(s)except2=367(LC41), 11=367(LC41),13=400(LC40),14=431(LC40),15=430(LC 40),17=431(LC40),18=400(LC40),19=367(LC41),23=367 (LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 2-26=-298/103,11-29=-298/98 WEBS 6-15=-346/132,5-17=-358/135,4-18=-296/125,7-14=-358/134,9-13=-296/122 NOTES 1) Unbalancedrooflive loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CCorner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to4-8-4,Corner(3R)4-8-4 to7-8-4,Exterior(2N)7-8-4 to22-11-12, Corner(3R)22-11-12 to26-1-15,Exterior(2N)26-1-15 to 27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother liveloads. 7) Provideadequatedrainage topreventwaterponding. 8) Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequirescontinuousbottom chordbearing. 10)Gablestuds spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 12)Providemechanicalconnection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,15,17,18,14,13,11,2,11. 13)This trussisdesigned inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss ConnectionDetail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 P10 1 12005708-12T Piggyback JobReference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.WedOct0712:24:52 Page: 1 ID:ZMRmLBqhjhUCQBKqnWq?eDyxq_U-2_HU9uaej1QxMRE97_eBHEH6h2awxtfn_DZ_O_yVpqf DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 14 13 12 11 10 91 82 3 7 64 5 T2 T1 T2 T1 W1 W1 B1 B2 W2 W2W3 W4 W4 W3 Scale = 1:49.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL) 0.15 10-11 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.17 13-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.99 Horz(CT)0.02 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:121 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2,W4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-11-7ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 10=894/0-4-0,(min.0-1-9),14=894/0-4-0,(min.0-1-9) Max Horiz14=-312(LC14) Max Uplift10=-144(LC17),14=-144(LC16) Max Grav10=1015(LC2),14=1015(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-194/283,3-4=-914/831,4-15=-808/836,5-15=-799/858,5-16=-799/858,6-16=-808/836,6-7=-914/831, 7-8=-194/283,2-14=-320/259,8-10=-320/259 BOT CHORD 13-14=-480/699,13-17=-263/520,12-17=-263/520,12-18=-263/520,18-19=-263/520,11-19=-263/520,10-11=-462/699 WEBS 3-14=-888/543,7-10=-888/542,3-13=-260/276,5-13=-485/367,5-11=-485/367,7-11=-260/276 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-6-4 to1-5-12, Interior(1)1-5-12 to11-7-0,Exterior(2R)11-7-0 to14-7-0, Interior(1)14-7-0to24-8-4 zone;cantileverleftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding144 lbupliftatjoint10and144lbupliftat joint14. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T01 2 12005708-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:52 Page: 1 ID:cFrRUK05BIN4jUzj99bWlNyxq_F-2_HU9uaej1QxMRE97_eBHEH2B2WvxfVn_DZ_O_yVpqf DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 31 18 171 16234 37 35 153144 135 6 1232 36 33 7 11 108 9 W1 T2 T1 T2 T1 W1 B1 B2 ST5 ST5 ST6 ST6 ST7 ST8 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 Scale = 1:49.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.35 Horz(CT)0.01 18 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:142 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST5:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. JOINTS 1Braceat Jt(s):32,33,34,35 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings23-2-0. (lb)-Max Horiz31=-312(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)20,21,28,29except 18=-162(LC13),19=-253(LC17),22=-122(LC17),26=-120 (LC16),30=-259(LC16),31=-181(LC12) Max GravAllreactions250(lb)or lessat joint(s)20,21,22,24,26,28, 29except18=324(LC30),19=264(LC15),23=282(LC24),25=282(LC23),30=279(LC14),31=339(LC31) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-31=-255/128,7-8=-146/270,10-11=-146/270 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-1-6-4 to1-7-0,Exterior(2N)1-7-0 to11-7-0,Corner(3R)11-7-0 to14-7-0,Exterior(2N)14-7-0 to24-8-4 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat4-3-8oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)28,29,21,20except(jt=lb)31=180,18=162,26=120, 30=259,22=121,19=253. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T01GE 1 12005708-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:52 Page: 1 ID:hDMpvi09eoqIBFpgW5a_duyxpyy-2_HU9uaej1QxMRE97_eBHEH4u2bbxpWn_DZ_O_yVpqf DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 12 11 10 9 8 7 61 2 5 4 3 T1 T2 T3 W1 W7 B1 B2 W4 W5 W6W2W3 W4 Scale = 1:49.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.53 Vert(LL) 0.15 8-9 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.17 8-9 >999 180 TCDL 10.0 RepStress Incr YES WB 1.00 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:117 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-2-13ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 8=880/0-4-0,(min.0-1-9),12=789/0-6-0,(min.0-1-8) Max Horiz12=-306(LC12) Max Uplift8=-142(LC17),12=-101(LC16) Max Grav8=999(LC2),12=891(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-13=-870/783,13-14=-758/788,3-14=-752/810,3-15=-778/836,4-15=-787/815,4-5=-893/810,5-6=-193/282, 6-8=-319/259 BOT CHORD 11-12=-432/649,11-16=-245/501,10-16=-245/501,10-17=-245/501,17-18=-245/501,9-18=-245/501,8-9=-447/683 WEBS 3-9=-492/371,5-9=-262/277,5-8=-866/523,2-12=-900/628,2-11=-225/260,3-11=-432/320 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-7-12 to3-7-12, Interior(1)3-7-12 to11-7-0,Exterior(2R)11-7-0 to14-7-0, Interior(1)14-7-0 to24-8-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding142 lbupliftatjoint8and101 lbupliftat joint12. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T02 1 12005708-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:53 Page: 1 ID:lepLBScu5s?LZn34uuyT6DyxpyB-WArsMEbGULYn_bpLgh9QqRpCPSs7g6YwDtJXwQyVpqe DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 14 13 11 10 9 8 7 6 5 4 1 2 3 T1 T2 T3 T4 W1 W9B1B2 W3 W4 W5 W3 W6 W7 W2 W8 Scale = 1:57.3 Plate Offsets(X,Y):[2:0-3-0,0-2-2], [3:0-4-0,0-2-0], [6:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.05 8-9 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.37 Vert(CT)-0.10 8-9 >999 180 TCDL 10.0 RepStress Incr YES WB 0.51 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:154 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W7,W9,W8:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 2-13,2-12,3-12,4-10,1-14,1-13 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=630/0-6-0,(min.0-1-8),12=963/0-6-0,(min.0-1-13), 14=151/0-6-0,(min.0-1-8) Max Horiz14=-367(LC17) Max Uplift8=-66(LC17),12=-124(LC17),14=-53(LC16) Max Grav8=797(LC41),12=1168(LC41),14=203(LC56) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 19-20=-281/71,4-20=-421/59,4-5=-621/55,5-21=-767/28,6-21=-866/20,6-8=-735/102 BOT CHORD 13-14=-211/366,12-13=-204/358,11-12=-89/284,10-11=-89/284,9-10=0/613 WEBS 2-12=-331/67,3-12=-809/207,3-10=-117/527,4-10=-633/268,4-9=0/264,6-9=0/426 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to3-6-8,Exterior(2R)3-6-8 to7-9-7, Interior(1)7-9-7 to9-8-8,Exterior(2R)9-8-8 to13-11-7, Interior(1)13-11-7 to24-2-4 zone; cantileverrightexposed ; end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding53 lbupliftat joint14,124 lbupliftat joint12and66lbupliftat joint8. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T03 4 12005708-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:53 Page: 1 ID:VRvoWWR6gxpWTLDpPFdavsyxptF-WArsMEbGULYn_bpLgh9QqRp9KSulgEFwDtJXwQyVpqe DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 14 13 11 10 9 8 7 6 5 41 2 3 T1 T2 T3 T4 W1 W9B1B2 W3 W4 W5 W3 W6 W7 W2 W8 ST6 ST7 ST8 ST4 ST5 ST3 ST1 ST2 Scale = 1:59.9 Plate Offsets(X,Y):[2:0-3-0,0-2-2], [3:0-4-0,0-2-0], [6:0-2-12,0-1-8], [26:0-2-0,0-2-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.74 Vert(LL)-0.05 8-9 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.37 Vert(CT)-0.10 8-9 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.51 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:212 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W7,W9,W8:2x4SPFStud OTHERS 2x4SPF No.2*Except*ST7,ST4,ST5,ST1:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 2-13,2-12,3-12,5-10,1-14,1-13 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=626/0-6-0,(min.0-1-8),12=974/0-6-0,(min.0-1-14), 14=145/0-6-0,(min.0-1-8) Max Horiz14=-367(LC17) Max Uplift8=-63(LC17),12=-136(LC17),14=-49(LC16) Max Grav8=792(LC41),12=1195(LC41),14=203(LC56) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 31-32=-268/68,5-32=-407/56,5-33=-610/50,33-34=-758/23,6-34=-858/15,6-8=-730/99 BOT CHORD 13-14=-211/366,12-13=-206/360,11-12=-93/288,10-11=-93/288,9-10=0/606 WEBS 2-12=-349/63,3-12=-818/211,3-10=-117/528,5-10=-636/269,5-9=0/265,6-9=0/415 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to3-6-8,Exterior(2R)3-6-8 to7-9-7, Interior(1)7-9-7 to9-8-8,Exterior(2R)9-8-8 to13-11-7, Interior(1)13-11-7 to24-2-4zone; cantileverrightexposed ; end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)Allplatesare1.5x4MT20unlessotherwise indicated. 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding49 lbupliftat joint14,136 lbupliftat joint12and63lbupliftat joint8.13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T03GE 1 12005708-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:53 Page: 1 ID:DoFQjFPMI1MOXOB8S_2o0Eyxpqi-WArsMEbGULYn_bpLgh9QqRp9FSumgEDwDtJXwQyVpqe DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 12 11 10 9 8 7 6 5 4 3 21 W1 T1 T2 T3 B1 B2 W3 W4 W5 W6 W7 W2 HW2 Scale =1:53.1 Plate Offsets(X,Y):[1:0-3-8,0-2-12], [3:0-3-8,0-3-0], [6:0-0-8,0-7-4], [9:0-5-0,0-6-4], [11:0-6-0,0-6-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.84 Vert(LL)-0.11 8-9 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.21 8-9 >996 180 TCDL 10.0 RepStress Incr NO WB 0.94 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:314 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3:2x4SPF1650F1.5E BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W4:2x4SPF2100F1.8E, W6,W7:2x4SPFStud SLIDER Right2x8SP2400F2.0E--2-6-0 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-7-13ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 1-12 REACTIONS (lb/size) 6=6356/0-6-0,(min.0-2-11),12=8762/0-6-0,(min.0-3-11) MaxHoriz12=-441(LC13) MaxUplift6=-1663(LC13),12=-1668(LC13) MaxGrav6=6554(LC34),12=8886(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-12=-6795/1422,1-2=-2079/434,2-17=-2586/474,3-17=-2759/441,3-4=-6676/1382,4-18=-8422/2183, 5-18=-8512/2164,5-6=-4977/1239 BOTCHORD 12-19=-148/449,11-19=-148/449,11-20=-1034/5480,10-20=-1034/5480,10-21=-1034/5480,9-21=-1034/5480,9-22=-1594/6647,8-22=-1594/6647,6-8=-1594/6647 WEBS 2-11=-242/1371,3-11=-5809/1586,3-9=-1663/6534,4-9=-1911/1029,4-8=-1191/2534,1-11=-1473/7044 NOTES 1) 2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-6-0oc. Bottom chords connectedas follows:2x8-2rows staggeredat0-3-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc.2) All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever rightexposed ; end verticalrightexposed;LumberDOL=1.60plategrip DOL=1.60 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 7) Provideadequatedrainage toprevent waterponding. 8)TheFabricationToleranceat joint6=8% 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1668 lbupliftat joint12and1663 lbupliftat joint6. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T04 1 22005708-12T PiggybackBaseGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:54 Page: 1 ID:ADMGO6?qleCiiPdo9iaKFvyxorz-_NPEaacuFegeclNYEPhfMfMIRrCNPaj4SW25TsyVpqd Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)1709 lbdownand203 lbupat0-2-12,1702 lbdownand178 lbupat 2-6-4,1720 lbdownand230 lbupat4-6-4,1776lbdownand279 lbupat6-6-4,1854 lbdownand329 lbupat8-6-4,and1719 lbdownand374 lbupat10-6-4,and3399 lbdownand1492 lbupat12-7-0onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1) Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-61,2-7=-51,12-13=-20 ConcentratedLoads(lb) Vert:12=-1700(B),9=-1854(B),8=-3399(B),19=-1660(B),20=-1720(B),21=-1776(B),22=-1719(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T04 1 22005708-12T PiggybackBaseGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:24:54 Page: 2 ID:ADMGO6?qleCiiPdo9iaKFvyxorz-_NPEaacuFegeclNYEPhfMfMIRrCNPaj4SW25TsyVpqd DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 1.5x4 1.5x4 1.5x4 =4x4 5 8 4 1 2 3 W1 T1 T2 B1 ST2ST1 Scale = 1:21.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:22 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings6-5-12. (lb)-Max Horiz8=-80(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)4,6,7,8, 9 Max GravAllreactions250(lb)or lessat joint(s)6,7,8except4=294(LC 38),9=294(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-1-12 to3-0-0, Corner(3R)3-0-0 to6-0-15,Exterior(2N)6-0-15 to7-8-8 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)8,4,6,7,4. 12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T05GE 1 12005708-12T HalfHipSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:54 Page: 1 ID:mmvS3P21VVMED8?5srzS_iyxpob-_NPEaacuFegeclNYEPhfMfMTvrHbPoU4SW25TsyVpqd DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =6x6 71312111098 6 15 14 1 2 3 4 5 W1 T1 T2 B1 B3 B2 B4 W2 W4 W8W7W5 W3 W6 W5 Scale =1:41.8 Plate Offsets(X,Y):[6:0-0-4,0-0-1], [14:0-6-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.70 Vert(LL)0.10 8-9 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.12 8-9 >999 180 TCDL 10.0 RepStress Incr NO WB 0.54 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B3:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-0-8ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor7-5-12ocbracing.Except: 10-0-0ocbracing:12-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 6=910/0-6-0,(min.0-1-12),15=842/0-6-0,(min.0-1-13) MaxHoriz15=-135(LC8) MaxUplift6=-408(LC13),15=-556(LC8) MaxGrav6=1102(LC34),15=1156(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-19=-542/278,19-20=-542/278,3-20=-542/278,3-21=-1785/872,21-22=-1785/872,22-23=-1785/872,4-23=-1785/872, 4-24=-1788/873,24-25=-1787/873,5-25=-1784/873,5-26=-1519/694,6-26=-1557/665 BOTCHORD 14-15=-200/586,2-14=-340/770,11-29=-629/1476,10-29=-629/1476,10-30=-629/1476,9-30=-629/1476, 9-31=-543/1389,31-32=-543/1389,8-32=-543/1389,6-8=-542/1395 WEBS 2-15=-1165/584,3-14=-991/516,5-9=-335/563,11-14=-581/1358,3-9=-204/438,4-9=-443/251 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6) Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding556 lbupliftat joint15and408lbupliftat joint6. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)85 lbdownand66 lbupat1-0-12,84 lbdownand66lbupat2-5-8,84 lb downand66 lbupat4-5-8,84 lbdownand66 lbupat6-5-8,84 lbdownand66 lbupat8-5-8,84 lbdownand66 lbupat10-5-8,and84 lbdownand66lbupat12-5-8,and77 lbdownand68 lbupat14-6-4on topchord,and41 lbdownand38 lbupat1-1-12,40 lbdownand38 lbupat2-5-8,40 lbdownand38 lbupat4-5-8,40 lbdown and38 lbupat6-5-8,40 lbdownand38lbupat8-5-8,40 lbdownand38 lbupat10-5-8,and40 lbdownand38lbupat12-5-8,and40 lbdownand38 lbupat14-5-8on bottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-5=-61,5-7=-51,14-15=-20,12-13=-20,12-16=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T06 1 12005708-12T Jack-ClosedGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:55 Page: 1 ID:UT_DBiZ7Z6GlOzihxX8sLMyxpgA-_NPEaacuFegeclNYEPhfMfMLcrC3Pg24SW25TsyVpqd Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ConcentratedLoads(lb) Vert:5=-2(F),14=-1(F),8=0(F),27=0(F),28=0(F),29=0(F),30=0(F),31=0(F),32=0(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T06 1 12005708-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:24:55 Page: 2 ID:UT_DBiZ7Z6GlOzihxX8sLMyxpgA-_NPEaacuFegeclNYEPhfMfMLcrC3Pg24SW25TsyVpqd DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ft to50.00 lb/ft210.00lb/ft =6x6 916151413121110 8 718 6 5 1 2 3 4 W1 T1 T2 B1 B3 B2 B4 W2 W4 W6 W7W5 W3 W12 W8 W9 W10 W11 Scale =1:41.9 Plate Offsets(X,Y):[8:Edge,0-1-1], [17:0-6-4,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.76 Vert(LL)-0.10 11-12 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.20 11-12 >999 180 TCDL 10.0 RepStress Incr NO WB 0.67 Horz(CT) 0.06 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:111 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B3:2x4SPFStud,B4:2x4SPF1650F1.5E WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-1-8ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor8-9-0ocbracing.Except: 10-0-0ocbracing:15-17 WEBS 1Rowatmidpt 3-17,4-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=2485/0-6-0,(min.0-4-3),18=1460/0-6-0,(min.0-2-8) MaxHoriz18=-197(LC12) MaxUplift8=-502(LC17),18=-276(LC12) MaxGrav8=2659(LC38),18=1604(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-22=-415/127,22-23=-415/127,3-23=-415/127,3-24=-1724/381,24-25=-1720/382,4-25=-1720/382,4-5=-2827/585, 5-26=-3842/750,26-27=-3863/752,6-27=-4047/777,6-7=-4280/773,7-28=-4248/741,8-28=-4256/737 BOTCHORD 17-18=-14/399,2-17=-174/1132,12-13=-312/2386,11-12=-504/3168,10-11=-675/3943,8-10=-610/3755 WEBS 2-18=-1493/288,3-17=-1598/349,4-13=-1158/247,4-12=-202/1176,3-13=-77/653,13-17=-222/1547,5-12=-1353/321,5-11=-156/881,6-11=-854/224,6-10=-307/204 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-CExterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to11-6-4,Exterior(2E)11-6-4 to15-9-3, Interior(1)15-9-3 to23-2-12 zone; cantileverleftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6) Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding276 lbupliftat joint18and502lbupliftat joint8. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-25=-61,7-9=-51,17-18=-20,15-16=-20,15-19=-20 TrapezoidalLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T07 1 12005708-12T Jack-Closed JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:55 Page: 1 ID:5itNF78EGsJx8LNvlc?6HUyxpfQ-SZzcnwcW0yoVDuyko6CuvsvVNFRS85GDgAoe?JyVpqc Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Vert:25=-271(F=-210)-to-4=-278(F=-217),4=-268(F=-217)-to-5=-282(F=-231),5=-282(F=-231)-to-26=-290(F=-239),26=-290(F=-239)-to-27=-292(F=-241), 27=-292(F=-241)-to-6=-296(F=-246),6=-296(F=-246)-to-7=-310(F=-259) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T07 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:24:55 Page: 2 ID:5itNF78EGsJx8LNvlc?6HUyxpfQ-SZzcnwcW0yoVDuyko6CuvsvVNFRS85GDgAoe?JyVpqc DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ft to50.00 lb/ft210.00lb/ft 111918171615141312 10 921 8 7 6 5 1 2 3 4 W1 T1 T2 T3 B1 B3 B2 B4 W2 W7 W14 W6 W4 W5 W3 W8 W9 W10 W11 W12 W13 Scale =1:44.3 Plate Offsets(X,Y):[10:Edge,0-1-1], [16:0-2-8,0-3-0], [20:0-7-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.82 Vert(LL)-0.11 13-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.98 Vert(CT)-0.23 13-14 >999 180 TCDL 10.0 RepStress Incr NO WB 1.00 Horz(CT) 0.05 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:130 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B3:2x4SPFStud,B4:2x4SPF1650F1.5E WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor1-11-1ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 8-10-14ocbracing:12-13 9-3-6ocbracing:10-12. 10-0-0ocbracing:18-20 WEBS 1Rowatmidpt 4-17,5-15 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 10=2471/0-6-0,(min.0-4-2),21=1444/0-6-0,(min.0-2-6) MaxHoriz21=-259(LC12) MaxUplift10=-521(LC17),21=-264(LC12) MaxGrav10=2628(LC38),21=1512(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-25=-294/135,25-26=-294/135,26-27=-294/135,3-27=-294/135,3-4=-977/290,4-28=-1699/411,5-28=-1845/419,5-6=-2898/588,6-29=-2898/589,7-29=-3095/613,7-8=-4429/835,8-9=-4460/777,9-30=-4405/739,10-30=-4412/735 BOTCHORD 20-21=-70/322,2-20=-216/1148,16-17=-120/1522,15-16=-120/1522,14-15=-266/2326,13-14=-461/3221, 12-13=-650/4090,10-12=-593/3908 WEBS 2-21=-1320/279,4-15=-306/1568,9-12=-257/96,4-17=-1137/251,17-20=-79/904,3-17=-184/832,3-20=-1228/335, 5-15=-1682/394,5-14=-263/1360,7-14=-1403/339,7-13=-216/1122,8-13=-868/231,8-12=-318/188 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to8-6-4,Exterior(2E)8-6-4 to12-9-3, Interior(1)12-9-3 to23-2-12 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6) Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding264 lbupliftat joint21and521lbupliftat joint10. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T08 1 12005708-12T Jack-Closed JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:56 Page: 1 ID:HFoNgC76eF_gqYwQM3yaw3yxpcs-wlW_?Gd9nGwMr2XwMqj7R4Rf9flwtTJNvqXCXlyVpqb Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. UniformLoads(lb/ft) Vert:1-4=-61,4-28=-51,9-11=-51,20-21=-20,18-19=-20,18-22=-20 TrapezoidalLoads(lb/ft) Vert:28=-261(F=-210)-to-5=-266(F=-216),5=-266(F=-216)-to-6=-274(F=-223),6=-274(F=-223)-to-29=-276(F=-226),29=-276(F=-226)-to-7=-281(F=-230), 7=-281(F=-230)-to-8=-296(F=-245),8=-296(F=-245)-to-9=-310(F=-259) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T08 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:24:56 Page: 2 ID:HFoNgC76eF_gqYwQM3yaw3yxpcs-wlW_?Gd9nGwMr2XwMqj7R4Rf9flwtTJNvqXCXlyVpqb DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ft to50.00 lb/ft210.00 lb/ft 91716151413121110 8 719 6 5 4 1 2 3 W1 T1 T2 T3 B1 B3 B2 B4 W2 W5 W13W4 W3 W6 W7 W8 W9 W10 W11 W12 Scale =1:50.6 Plate Offsets(X,Y):[5:0-4-0,0-3-4], [8:0-0-4,Edge], [18:0-7-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.92 Vert(LL)-0.12 12 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.75 Vert(CT)-0.22 12 >999 180 TCDL 10.0 RepStress Incr NO WB 0.60 Horz(CT) 0.04 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:135 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B4:2x4SPF2100F1.8E WEBS 2x4SPFStud*Except*W5,W3:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor1-6-15ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor9-7-10ocbracing.Except: 10-0-0ocbracing:16-18 WEBS 1Rowatmidpt 2-19,4-15,3-18,5-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=2461/0-6-0,(min.0-3-5),19=1424/0-6-0,(min.0-2-5) MaxHoriz19=-322(LC12) MaxUplift8=-529(LC17),19=-250(LC12) MaxGrav8=2590(LC38),19=1466(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-23=-266/159,3-23=-265/159,3-4=-1137/308,4-24=-1862/410,24-25=-1888/404,5-25=-2211/443,5-6=-3453/645, 6-26=-4323/785,7-26=-4664/841,7-27=-4512/785,8-27=-4526/782 BOTCHORD 18-19=-124/320,2-18=-230/1161,14-15=-130/1794,13-14=-130/1794,12-13=-375/2894,11-12=-628/4002,10-11=-655/4083,8-10=-655/4083 WEBS 2-19=-1284/318,3-15=-312/1363,7-10=-503/201,4-15=-1663/398,15-18=-31/831,3-18=-1311/367,4-13=-268/1424, 5-13=-1750/395,5-12=-137/855,6-12=-1359/311 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to5-6-4,Exterior(2E)5-6-4 to9-9-3, Interior(1)9-9-3 to23-2-12 zone;cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6) Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding250 lbupliftat joint19and529lbupliftat joint8. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-61,3-25=-51,7-9=-51,18-19=-20,16-17=-20,16-20=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T09 1 12005708-12T Jack-Closed JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:56 Page: 1 ID:xv911NJyo2CvySq3XxBJMWyxpbL-wlW_?Gd9nGwMr2XwMqj7R4RdbfpatZZNvqXCXlyVpqb Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. TrapezoidalLoads(lb/ft) Vert:25=-261(F=-210)-to-5=-274(F=-223),5=-274(F=-223)-to-6=-292(F=-241),6=-292(F=-241)-to-26=-298(F=-247),26=-298(F=-247)-to-7=-310(F=-259) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T09 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:24:56 Page: 2 ID:xv911NJyo2CvySq3XxBJMWyxpbL-wlW_?Gd9nGwMr2XwMqj7R4RdbfpatZZNvqXCXlyVpqb DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ft to50.00 lb/ft210.00 lb/ft 11191817 16 15 14 13 12 10 921 8 7 65 4 1 2 3 W1 T1 T2 T3 B1 B3 B2 B4 W2 W4 W3W5 W14 W6 W7 W8 W9 W10 W11 W12 W13 Scale =1:57.5 Plate Offsets(X,Y):[5:0-2-12,0-3-0], [10:Edge,0-1-1], [20:0-6-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.77 Vert(LL)-0.12 13-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.24 13-14 >999 180 TCDL 10.0 RepStress Incr NO WB 0.71 Horz(CT) 0.04 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:149 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B4:2x4SPF1650F1.5E WEBS 2x4SPFStud*Except*W1,W2,W3,W5,W6:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-1-1ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor9-2-14ocbracing.Except: 10-0-0ocbracing:18-20 WEBS 1Rowatmidpt 1-21,2-21,3-20,4-17,6-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 10=2455/0-6-0,(min.0-4-0),21=1399/0-6-0,(min.0-2-7) MaxHoriz21=-411(LC17) MaxUplift10=-495(LC17),21=-320(LC17) MaxGrav10=2556(LC2),21=1553(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 3-25=-451/117,4-25=-547/96,4-26=-1324/246,5-26=-1522/238,5-6=-1564/243,6-7=-2838/478,7-8=-4063/716, 8-9=-4221/732,9-27=-4193/691,10-27=-4201/687 BOTCHORD 20-21=-105/377,2-20=-305/1367,16-17=0/1252,15-16=0/1252,14-15=-198/2369,13-14=-405/3169,12-13=-604/3909,10-12=-552/3685 WEBS 2-21=-1349/313,17-20=-5/517,3-20=-1244/497,3-17=-471/1230,4-17=-1654/410,4-15=-271/1425,6-15=-1731/415, 6-14=-209/1125,7-14=-1341/334,7-13=-164/866,8-13=-825/240,8-12=-285/168 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to6-11-0, Interior(1)6-11-0 to23-2-12zone;end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6) Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding320 lbupliftat joint21and495lbupliftat joint10. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-61,3-26=-51,9-11=-51,20-21=-20,18-19=-20,18-22=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T10 1 12005708-12T Jack-Closed JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:56 Page: 1 ID:hugDf_WBOTbJFAb?Z5RTbPyxpXC-wlW_?Gd9nGwMr2XwMqj7R4Rfyfm_tXmNvqXCXlyVpqb Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. TrapezoidalLoads(lb/ft) Vert:26=-261(F=-210)-to-5=-264(F=-214),5=-264(F=-214)-to-6=-266(F=-215),6=-266(F=-215)-to-7=-281(F=-230),7=-281(F=-230)-to-8=-296(F=-245), 8=-296(F=-245)-to-9=-310(F=-259) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T10 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:24:56 Page: 2 ID:hugDf_WBOTbJFAb?Z5RTbPyxpXC-wlW_?Gd9nGwMr2XwMqj7R4Rfyfm_tXmNvqXCXlyVpqb DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ft to50.00 lb/ft210.00 lb/ft 9151413121110 8 717 6 5 4 3 21 W1 T1 T2 B1 B3 B2 B4 W2 W12 W4 W5 W3 W6 W7 W8 W9 W10 W11 Scale = 1:62.3 Plate Offsets(X,Y):[4:0-2-12,0-3-0], [8:Edge,0-1-1],[13:0-2-12,0-3-0], [16:0-8-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.91 Vert(LL)-0.12 11-12 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 1.00 Vert(CT)-0.24 11-12 >999 180 TCDL 10.0 RepStress Incr NO WB 0.69 Horz(CT)0.05 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:138 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B4:2x4SPF1650F1.5E WEBS 2x4SPFStud*Except*W1,W2,W4:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor1-6-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-11-7ocbracing.Except: 10-0-0ocbracing:14-16 WEBS 1 Rowatmidpt 2-17,3-16,4-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=2454/0-6-0,(min.0-4-6),17=1377/0-6-0,(min.0-2-7) Max Horiz17=-464(LC17) Max Uplift8=-522(LC17),17=-401(LC17) Max Grav8=2779(LC2),17=1554(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-22=-272/0,3-23=-1376/230,4-23=-1537/226,4-5=-2984/497,5-6=-4380/755,6-7=-4610/785,7-24=-4565/741,8-24=-4575/737 BOT CHORD 16-17=-126/420,2-16=-220/1124,13-14=0/268,12-13=-174/2316,11-12=-441/3406,10-11=-643/4231,8-10=-597/4014 WEBS 2-17=-1406/430,3-16=-1594/478,3-13=-296/1368,13-16=0/1046,4-13=-1779/431,4-12=-262/1303,5-12=-1557/391, 5-11=-167/900,6-11=-859/243,6-10=-276/149 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to4-4-11, Interior(1)4-4-11 to23-2-12 zone;end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding401 lbupliftatjoint17and522lbupliftat joint8. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1) Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-23=-51,7-9=-51,16-17=-20,14-15=-20,14-18=-20 TrapezoidalLoads(lb/ft) Vert:23=-261(F=-210)-to-4=-264(F=-214),4=-264(F=-214)-to-5=-281(F=-231),5=-281(F=-231)-to-6=-296(F=-245),6=-296(F=-245)-to-7=-310(F=-259) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T11 4 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:57 Page: 1 ID:mAiREtKOFy_elSz9Pm1yneyxpN6-Py4NCcenYZ2DTC66vXEM_H_oa35wc?LW8UHl3ByVpqa DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 7 1211 10 9 8 614 5 43 21 W1 T1 T2 B1 B3 B2 B4 W2 W4 W5 W3 W6 W7 Scale = 1:62.1 Plate Offsets(X,Y):[13:0-7-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.44 Vert(LL) 0.07 8-17 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.13 8-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.66 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:121 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W1,W2,W4:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-7-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 10-0-0ocbracing:11-13 WEBS 1 Rowatmidpt 2-14,3-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 6=803/0-6-0,(min.0-1-8),14=749/0-6-0,(min.0-1-8) Max Horiz14=-447(LC17) Max Uplift6=-117(LC17),14=-254(LC17) Max Grav6=911(LC2),14=885(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-4=-617/60,4-5=-788/58,5-20=-1290/116,6-20=-1372/87 BOT CHORD 13-14=-135/415,2-13=-90/496,8-9=0/1146,6-8=0/1153 WEBS 2-14=-896/316,3-13=-710/292,3-9=-54/443,9-13=0/452,5-9=-602/220,5-8=0/278 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to4-4-11, Interior(1)4-4-11 to22-2-12 zone;end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding254 lbupliftatjoint14and117lbupliftat joint6. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T12 3 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:57 Page: 1 ID:4KCMPi1nbnHQiNPIox4Y7syxpMC-Py4NCcenYZ2DTC66vXEM_H_wq3Duc?nW8UHl3ByVpqa DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 7 12 11 10 9 8 61413 5 43 2 1 W1 T1 T2 B1 B3 B2 B4 W2 W4 W5 W6 W3 W7 Scale = 1:58.4 Plate Offsets(X,Y):[6:0-0-11,0-1-8], [13:0-5-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)-0.04 8-9 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)-0.10 8-9 >999 180 TCDL 10.0 RepStress Incr YES WB 0.61 Horz(CT)0.03 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:125 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W1,W2,W4:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-8-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 10-0-0ocbracing:11-13 WEBS 1 Rowatmidpt 2-14,3-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 6=1022/0-6-0,(min.0-1-13),7=-157/Mechanical,(min.0-1-8), 14=795/0-6-0,(min.0-1-8) Max Horiz14=-468(LC17) Max Uplift6=-189(LC17),7=-178(LC2),14=-253(LC17) Max Grav6=1154(LC2),7=78(LC17),14=939(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-19=-310/0,3-4=-695/61,4-5=-866/58,5-20=-1320/101,6-20=-1410/69 BOT CHORD 13-14=-87/411,2-13=-93/638,8-9=0/1175,6-8=0/1181 WEBS 2-14=-921/277,3-13=-677/288,3-9=-47/404,5-9=-552/201,9-13=0/603,5-8=0/258 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to4-4-11, Interior(1)4-4-11 to23-1-0 zone;end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding253 lbupliftatjoint14,178 lbupliftat joint7and189 lbupliftat joint6. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T13 3 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:24:57 Page: 1 ID:SLvfzcAsMf2XvKHH1YkWghyxpI8-Py4NCcenYZ2DTC66vXEM_H_wn3E?c0fW8UHl3ByVpqa DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 20 19 18 17 16 15 14 13 12 11 1 2 3 4 5 6 7 8 9 10 W1 T1 T3T2 W1 B1 B3B2 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 Scale=1:58.6 PlateOffsets(X,Y):[1:0-1-12,0-2-4], [2:0-3-8,0-2-8], [9:0-3-8,0-2-8], [10:0-1-12,0-2-4], [11:Edge,0-3-8], [12:0-1-12,0-2-4], [13:0-3-8,0-2-8], [17:0-3-8,0-2-8], [19:0-1-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.67 Vert(LL) 0.37 15-16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.54 15-16 >810 180 MT18HS 244/190 TCDL 10.0 RepStress Incr NO WB 0.75 Horz(CT) 0.09 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:247 lb FT=20% LUMBER TOP CHORD 2x6SP2400F2.0E BOT CHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W2:2x4SPF1650F1.5E BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor3-11-10ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor6-3-14ocbracing. WEBS 1 Rowatmidpt 1-20,10-11 MiTekrecommendsthatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=2618/0-6-0,(min.0-2-3),20=2646/0-6-0,(min.0-2-3) MaxUplift11=-1146(LC8),20=-1164(LC8) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-20=-2531/1158,1-21=-3217/1404,21-22=-3217/1404,22-23=-3217/1404,2-23=-3217/1404,2-24=-5283/2304, 24-25=-5283/2304,25-26=-5283/2304,3-26=-5283/2304,3-27=-6316/2751,4-27=-6316/2751,4-5=-6316/2751, 5-28=-6316/2751,28-29=-6316/2751,29-30=-6316/2751,6-30=-6316/2751,6-31=-6323/2755,31-32=-6323/2755,7-32=-6323/2755,7-33=-5278/2301,8-33=-5278/2301,8-9=-5278/2301,9-34=-3208/1397,34-35=-3208/1397, 35-36=-3208/1397,10-36=-3208/1397,10-11=-2508/1142 BOT CHORD 19-40=-1404/3217,18-40=-1404/3217,18-41=-1404/3217,41-42=-1404/3217,17-42=-1404/3217,17-43=-2304/5283,43-44=-2304/5283,16-44=-2304/5283,16-45=-2755/6323,45-46=-2755/6323,46-47=-2755/6323,15-47=-2755/6323, 15-48=-2301/5278,14-48=-2301/5278,14-49=-2301/5278,13-49=-2301/5278,13-50=-1397/3208,50-51=-1397/3208, 12-51=-1397/3208WEBS1-19=-1697/3889,2-19=-2045/1004,2-17=-1098/2521,3-17=-1262/645,3-16=-546/1262,5-16=-543/334,6-15=-547/337, 7-15=-555/1275,7-13=-1269/651,9-13=-1103/2527,9-12=-2040/1000,10-12=-1689/3879 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone;Lumber DOL=1.60plategrip DOL=1.60 2) TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 3)Unbalancedsnow loadshavebeen considered for thisdesign. 4)Provideadequatedrainage toprevent waterponding. 5)AllplatesareMT20platesunlessotherwise indicated. 6) This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanicalconnection(byothers)of trusstobearingplate capableofwithstanding1164 lbupliftat joint20and1146 lbupliftatjoint11. 8) This truss isdesigned inaccordance with the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T14 1 12005708-12T FlatGirder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.WedOct0712:25:00 Page: 1 ID:RK?f26iPq4iEJ21Ca9Smz3yxpDb-t8elQxfPJtA44MhJTElbXVX1zTZYLRhgM80IceyVpqZ Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9) Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)139 lbdownand78lbupat0-6-12,130 lbdownand73 lbupat2-1-4, 130 lbdownand73 lbupat4-1-4,130 lbdownand73 lbupat6-1-4,130 lbdownand73 lbupat8-1-4,130 lbdownand73 lbupat10-1-4,130lbdownand73 lbupat 12-1-4,130 lbdownand73 lbupat14-1-4,130 lbdownand73 lbupat16-1-4,130lbdownand73lbupat18-1-4,130 lbdownand73 lbupat20-1-4,130 lbdownand73 lbupat22-1-4,130 lbdownand73 lbupat24-1-4,130lbdownand73 lbupat26-1-4,130 lbdownand73 lbupat28-1-4,130 lbdownand73 lbupat30-1-4,130 lb downand73lbupat32-1-4,and130 lbdownand73 lbupat34-1-4,and137 lbdownand81 lbupat36-1-4ontop chord,and47 lbdownand13 lbupat0-6-12,39 lb downand16lbupat2-1-4,39 lbdownand16 lbupat4-1-4,39 lbdownand16 lbupat6-1-4,39 lbdownand16 lbupat8-1-4,39 lbdownand16 lbupat10-1-4,39 lb downand16lbupat12-1-4,39 lbdownand16lbupat14-1-4,39 lbdownand16lbupat16-1-4,39 lbdownand16lbupat18-1-4,39 lbdownand16lbupat20-1-4,39lbdownand16 lbupat22-1-4,39 lbdownand16 lbupat24-1-4,39 lbdownand16 lbupat26-1-4,39 lbdownand16 lbupat28-1-4,39 lbdownand16 lbupat30-1-4, 39 lbdownand16 lbupat32-1-4,and39 lbdownand16 lbupat34-1-4,and47 lbdownand13lbupat36-1-4onbottomchord.Thedesign/selectionofsuch connection device(s) istheresponsibilityofothers. 10)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOADCASE(S)Standard 1) Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-10=-61,11-20=-20 ConcentratedLoads(lb) Vert:4=-90(F),7=-90(F),13=-30(F),8=-90(F),21=-107(F),22=-90(F),23=-90(F),24=-90(F),25=-90(F),26=-90(F),27=-90(F),28=-90(F),29=-90(F), 30=-90(F),31=-90(F),32=-90(F),33=-90(F),34=-90(F),35=-90(F),36=-107(F),37=-36(F),38=-30(F),39=-30(F),40=-30(F),41=-30(F),42=-30(F), 43=-30(F),44=-30(F),45=-30(F),46=-30(F),47=-30(F),48=-30(F),49=-30(F),50=-30(F),51=-30(F),52=-30(F),53=-30(F),54=-36(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T14 1 12005708-12T FlatGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:25:00 Page: 2 ID:RK?f26iPq4iEJ21Ca9Smz3yxpDb-t8elQxfPJtA44MhJTElbXVX1zTZYLRhgM80IceyVpqZ DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 18 1716 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 W1 T1 T3T2 W1 B1 B3B2 W2W1W2W2W1W2W1W2W1W2W1 Scale =1:58.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) 0.16 14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.33 12-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT) 0.07 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:176lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor3-4-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-6-7ocbracing. WEBS 1 Rowatmidpt 1-18,9-10 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=1470/0-6-0,(min.0-2-5),18=1470/0-6-0,(min.0-2-5) MaxUplift10=-306(LC12),18=-306(LC12) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-18=-1414/557,1-2=-1452/522,2-3=-2282/819,3-19=-2564/919,4-19=-2564/919,4-5=-2564/919,5-20=-2564/919, 6-20=-2564/919,6-7=-2282/819,7-8=-2282/819,8-9=-1452/522,9-10=-1414/557 BOTCHORD 16-17=-522/1452,15-16=-522/1452,14-15=-819/2282,13-14=-819/2282,12-13=-819/2282,11-12=-522/1452 WEBS 9-11=-686/1907,2-17=-1127/534,1-17=-686/1907,2-15=-395/1102,3-15=-606/330,3-14=-132/375,5-14=-373/248,6-14=-132/375,6-12=-606/330,8-12=-395/1102,8-11=-1127/534 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CCorner(3)0-1-12 to15-1-12,Exterior(2)15-1-12 to21-6-4,Corner(3)21-6-4 to36-6-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 3) Provideadequatedrainage topreventwaterponding. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 5) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding306 lbupliftat joint18and306lbupliftat joint10. 6)This trussisdesigned inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T15 1 12005708-12T Flat JobReference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.WedOct0712:25:00 Page: 1 ID:_V4Qgqj52tIJOySLVozTNnyxpCH-pXmVqdgfrUQoKgrhbfn4cwcR9GDgpL3yqSVPgWyVpqX DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 16 15 14 13 1211 10 9 1 2 3 4 5 6 7 8 W1 T1 T2T1 W1 B1 B2B2 W2W1W2W2W1W2W1W2W1 Scale=1:58.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.67 Vert(LL) 0.12 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.27 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.52 Horz(CT)0.05 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:183 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W2:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-7-11ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor7-1-0ocbracing. WEBS 1Rowatmidpt 1-16,8-9,8-10,2-15,1-15,4-12, 7-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)9=1470/0-6-0,(min.0-2-5),16=1470/0-6-0,(min.0-2-5) Max Uplift9=-306(LC12),16=-306(LC12) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-16=-1405/564,1-2=-1317/474,2-3=-1935/694,3-4=-1935/694,4-17=-1934/693,17-18=-1934/693,5-18=-1934/693, 5-6=-1934/693,6-7=-1934/693,7-8=-1317/474,8-9=-1405/564 BOT CHORD 14-15=-474/1317,13-14=-474/1317,12-13=-694/1935,11-12=-474/1317,10-11=-474/1317 WEBS 8-10=-640/1780,2-15=-1060/535,1-15=-640/1780,2-13=-301/846,4-13=-434/291,5-12=-434/291,7-12=-301/845, 7-10=-1060/535 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3)0-1-12 to15-1-12,Exterior(2)15-1-12 to21-6-4, Corner(3)21-6-4 to36-6-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 3)Provideadequatedrainage topreventwaterponding. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 5)Providemechanical connection(byothers)of trusstobearingplate capableofwithstanding306 lbupliftatjoint16and306lbupliftat joint9. 6)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T16 1 12005708-12T Flat JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.WedOct0712:25:01 Page: 1 ID:lacIVBDR9naMRPgQzdjJ4dyxpBd-HjKt2zhHcoYfxqQu8NJJ879YDgZKYr4636FzCyyVpqW DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 16 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 T1 T3T2 W1 W1 B1 B1B2 W2W1W2W2W1W2W1W2W1 Scale =1:60.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.10 11-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.23 11-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.58 Horz(CT)0.04 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:199 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOP CHORD Structuralwoodsheathingdirectlyappliedor4-1-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-9-12ocbracing. WEBS 1 Rowatmidpt 8-9,1-16,8-10,2-15,1-15,4-14,4-11,5-11,7-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 9=1470/0-6-0,(min.0-2-5),16=1470/0-6-0,(min.0-2-5) MaxUplift9=-306(LC12),16=-306(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1080/388,2-3=-1586/569,3-4=-1586/569,4-17=-1585/568,17-18=-1585/568,5-18=-1585/568,5-6=-1585/568, 6-7=-1585/568,7-8=-1080/388,8-9=-1405/564,1-16=-1405/564 BOTCHORD 14-15=-388/1080,13-14=-569/1586,12-13=-569/1586,11-12=-569/1586,10-11=-388/1080 WEBS 8-10=-582/1618,2-15=-1061/536,1-15=-582/1618,2-14=-274/768,4-14=-434/291,5-11=-434/291,7-11=-273/767, 7-10=-1061/535 NOTES 1) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3)15-1-12 to30-1-12,Exterior(2)30-1-12 to36-6-4, Corner(3)36-6-4 to51-6-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 3) Provideadequatedrainage toprevent waterponding. 4)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyother liveloads. 5) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding306 lbupliftat joint9and306 lbupliftat joint16. 6)This trussisdesigned inaccordance with the2018 International ResidentialCodesections R502.11.1andR802.10.2andreferencedstandardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T17 1 12005708-12T HalfHip Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.WedOct0712:25:01 Page: 1 ID:PQOh9wnHKwNqyUBGfHY5xKyxpAv-HjKt2zhHcoYfxqQu8NJJ879ZagaGYq5636FzCyyVpqW DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 20 19 18 17 16 15 14 13 12 11 1 1034 5 6 7 82 9 T1 T2 T3T2 T4 W1 W7 B1 B3B2 W2 W3 W4 W4 W3W6W5W4W5W4W5W4W5 Scale = 1:64.6 Plate Offsets(X,Y):[2:0-3-0,0-2-7], [9:0-4-0,0-1-15], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.75 Vert(LL)-0.12 14-16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.23 14-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.75 Horz(CT) 0.05 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:255 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-1-1ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-19,9-12,1-20,10-11,3-18,4-16,4-14,6-13,7-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1458/0-6-0,(min.0-2-11),20=1439/0-6-0,(min.0-2-9) Max Horiz20=52(LC16) Max Uplift11=-283(LC13),20=-249(LC13) Max Grav11=1720(LC39),20=1627(LC39) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOP CHORD 1-2=-557/106,2-21=-1279/246,3-21=-1282/246,3-22=-1556/299,4-22=-1556/299,4-5=-1489/283,5-6=-1489/283, 6-23=-1084/196,7-23=-1084/196,7-24=-1084/196,8-24=-1084/196,8-25=-1085/197,9-25=-1084/198,1-20=-1608/255, 10-11=-1569/201 BOT CHORD 18-19=-111/514,17-18=-242/1279,16-17=-242/1279,15-16=-297/1556,14-15=-297/1556,13-14=-280/1489 WEBS 1-19=-214/1442,2-19=-1252/268,2-18=-251/1413,9-13=-304/1673,9-12=-1630/352,10-12=-221/1543,3-18=-1054/292, 3-16=-107/519,4-16=-302/166,6-14=0/320,6-13=-734/157,7-13=-638/201 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)15-1-12 to18-4-0,Exterior(2R)18-4-0to23-6-4, Interior(1)23-6-4 to50-6-0,Exterior(2E)50-6-0 to51-6-4zone;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding249 lbupliftat joint20and283lbupliftat joint11. 8)This truss is designed inaccordancewith the2018 International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T18 1 12005708-12T Hip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.WedOct0712:25:01 Page: 1 ID:913QAPDVuhcmUtkofsd9Jjyxp5A-HjKt2zhHcoYfxqQu8NJJ879XygbXYoW636FzCyyVpqW DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 17 16 15 14 13 12 11 10 9 1 8 3 4 5 6 72 T1 T2 T3 T4 W1 W7 B1 B1B2 W2 W3 W4 W4 W3 W6 W5 W4 W5 W4 W5 Scale = 1:64.7 Plate Offsets(X,Y):[1:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.77 Vert(LL)-0.11 13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.19 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT)0.04 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:249 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-0-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-16,7-11,7-10,1-17,8-9,3-15, 4-13,6-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 9=1426/0-6-0,(min.0-2-9),17=1411/0-6-0,(min.0-2-7) Max Horiz17=78(LC16) Max Uplift9=-226(LC12),17=-196(LC13) Max Grav9=1652(LC39),17=1567(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-895/132,18-19=-861/142,2-19=-848/159,2-20=-1335/255,3-20=-1338/254,3-21=-1453/266,4-21=-1453/266,4-22=-1453/266,5-22=-1453/266,5-6=-1453/266,6-23=-1227/226,23-24=-1226/226,7-24=-1224/226,7-25=-571/114, 8-25=-622/113,1-17=-1515/225,8-9=-1624/240 BOT CHORD 15-16=-148/786,14-15=-232/1335,13-14=-232/1335,12-13=-197/1224,11-12=-197/1224,10-11=-78/562 WEBS 1-16=-156/1310,2-16=-925/210,2-15=-206/1110,7-11=-240/1337,7-10=-1213/253,8-10=-197/1433,3-15=-833/257, 4-13=-464/184,6-13=-95/454,6-11=-1024/290 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)15-1-12 to18-9-12, Interior(1)18-9-12 to21-4-0,Exterior(2R)21-4-0 to26-6-4, Interior(1)26-6-4 to47-6-0,Exterior(2E)47-6-0 to51-6-4zone;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding196 lbupliftatjoint17and226lbupliftat joint9.8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T19 1 12005708-12T Hip Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:02 Page: 1 ID:TGg3dVlXDOUtbFN01KuiQIyxp3C-lvuFFJivN6gWZz?4i4qYhLhhV4y2HF2FHm_WlPyVpqV DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 17 16 15 14 13 12 11 10 9 1 8 2 3 4 5 6 7 T1 T2 T3 T4 W1 W7 B1 B1B2 W2 W3 W3 W6 W5W4 W4 W5 W4 W5 W4 Scale = 1:62.4 Plate Offsets(X,Y):[2:0-4-0,0-2-8], [7:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.11 13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.20 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT)0.04 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:246 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-8-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-16,7-10,1-17,8-9,3-15,4-13, 6-11,7-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 9=1434/0-6-0,(min.0-2-10),17=1418/0-6-0,(min.0-2-8) Max Horiz17=73(LC16) Max Uplift9=-242(LC12),17=-209(LC13) Max Grav9=1668(LC39),17=1581(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-826/135,2-18=-762/152,2-19=-1338/259,3-19=-1338/259,3-20=-1460/276,4-20=-1460/276,4-5=-1460/276,5-6=-1460/276,6-21=-1216/228,7-21=-1216/228,7-8=-528/100,1-17=-1539/233,8-9=-1650/247 BOT CHORD 15-16=-142/727,14-15=-239/1338,13-14=-239/1338,12-13=-203/1216,11-12=-203/1216,10-11=-70/483 WEBS 1-16=-167/1325,2-16=-987/222,7-10=-1292/272,8-10=-212/1476,3-15=-847/267,2-15=-214/1163,4-13=-445/194, 6-13=-99/458,6-11=-1040/301,7-11=-252/1394 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)15-1-12 to18-9-12, Interior(1)18-9-12 to20-7-0,Exterior(2R)20-7-0 to25-9-4, Interior(1)25-9-4 to48-3-0,Exterior(2E)48-3-0 to51-6-4zone;C-C formembers and forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding209 lbupliftatjoint17and242lbupliftat joint9. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T20 1 12005708-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:02 Page: 1 ID:efNeV355d?0vyYWOgCOHYCyxp2m-lvuFFJivN6gWZz?4i4qYhLhh34yhHF3FHm_WlPyVpqV DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 22 21 16 1514 13 12 1119181720 1 102 3 4 5 6 7 8 9 T1 T2 T3 T4 W1 W17 B1 B5 B6 B2 B3 B4 W3 W2 W5 W6 W9 W11 W14 W15 W16 W8W7 W12 W10 W13 W12 W4 W8 Scale = 1:62.4 Plate Offsets(X,Y):[2:0-3-12,0-2-0], [3:0-3-0,0-2-0], [9:0-3-0,0-2-0], [15:0-1-12,0-3-4], [17:0-2-4,0-2-8], [20:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)-0.12 5 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)-0.22 14-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:311 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W10:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-4-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt 2-20,5-17 WEBS 1 Rowatmidpt 3-19,9-12,1-22,10-11,4-18,6-14,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1433/0-6-0,(min.0-2-10),22=1416/0-6-0,(min.0-2-8) Max Horiz22=73(LC16) Max Uplift11=-242(LC12),22=-210(LC13) Max Grav11=1667(LC39),22=1580(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-465/89,2-23=-884/166,3-23=-847/181,3-4=-1289/255,4-24=-1539/296,24-25=-1539/296,5-25=-1539/296, 5-26=-1538/299,6-26=-1538/299,6-7=-1427/268,7-8=-1427/268,8-27=-1155/219,9-27=-1155/219,9-10=-528/101, 1-22=-1517/243,10-11=-1646/250 BOT CHORD 2-20=-1239/193,19-20=-116/437,18-19=-156/787,17-18=-235/1289,5-17=-421/155,13-14=-192/1155,12-13=-70/480 WEBS 1-20=-202/1334,2-19=-152/1041,3-19=-932/197,4-17=-123/600,9-13=-252/1394,9-12=-1289/267,10-12=-212/1464, 4-18=-985/255,3-18=-214/1204,6-14=-583/221,14-17=-248/1295,8-14=-117/568,8-13=-1091/295 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)15-1-12 to18-9-12, Interior(1)18-9-12 to20-7-0,Exterior(2R)20-7-0 to25-9-4, Interior(1)25-9-4 to48-3-0,Exterior(2E)48-3-0 to51-6-4zone;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)Allplatesare3x4MT20unlessotherwise indicated.7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding210 lbupliftatjoint22and242lbupliftat joint11. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T21 4 12005708-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:02 Page: 1 ID:Xzg0T3YxggpWWOQhvB4B5Dyxp2A-lvuFFJivN6gWZz?4i4qYhLhj64zhHF5FHm_WlPyVpqV DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 22 21 16 15 14 13 12 1119181720 1 2 10 9345678 T1 T2 T3 T4 W1 W17 B1 B5 B6 B2 B3 B4 W3 W2 W5 W6 W11 W14 W15 W16 W9W8W7 W12 W10 W13 W12 W4 W8 Scale = 1:60.9 Plate Offsets(X,Y):[2:0-3-12,0-2-0], [3:0-3-0,0-2-0], [9:0-3-0,0-2-0], [17:0-2-12,0-2-8], [20:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.76 Vert(LL)-0.12 5 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.37 Vert(CT)-0.21 14-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:310 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W10:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-6-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt 2-20,5-17 WEBS 1 Rowatmidpt 3-19,9-12,1-22,10-11,4-18,6-14,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1402/0-6-0,(min.0-2-10),22=1377/0-6-0,(min.0-2-6) Max Horiz22=85(LC16) Max Uplift11=-252(LC12),22=-202(LC13) Max Grav11=1664(LC39),22=1533(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-23=-451/77,2-23=-431/87,2-24=-856/162,3-24=-820/177,3-4=-1243/248,4-25=-1472/285,25-26=-1472/285, 5-26=-1472/285,5-27=-1471/288,6-27=-1471/288,6-7=-1339/253,7-8=-1339/253,8-28=-1043/194,28-29=-1043/194, 9-29=-1043/194,9-10=-335/64,1-22=-1472/238,10-11=-1649/243 BOT CHORD 2-20=-1200/185,19-20=-121/424,18-19=-159/762,17-18=-234/1243,5-17=-421/154,13-14=-179/1043,12-13=-52/339 WEBS 1-20=-198/1293,2-19=-142/1006,3-19=-898/189,9-13=-261/1452,9-12=-1415/292,10-12=-226/1526,4-17=-111/549, 4-18=-939/245,3-18=-203/1153,6-14=-616/227,14-17=-240/1212,8-14=-126/619,8-13=-1136/303 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)15-1-12 to18-8-9, Interior(1)18-8-9 to20-7-0,Exterior(2R)20-7-0 to25-7-8, Interior(1)25-7-8 to48-3-0,Exterior(2E)48-3-0to50-6-4 zone;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)Allplatesare3x4MT20unlessotherwise indicated.7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding202 lbupliftatjoint22and252lbupliftat joint11. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T22 2 12005708-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:03 Page: 1 ID:7CZ9YT71NQsiGm4wjGxR1Kyxp1Q-D6SeTfjY8PoNB7ZGGoLnEYEsLTI50hEPWQk3HryVpqU DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 23 22 17 16 15 14 13 1220191821 11 1 10 2 3 4 5 6 7 8 9 T1 T2 T3 T4 W1 W19 B1 B5 B6 B2 B3 B4 W3 W2 W5 W6 W9 W11 W14 W15W8W7W12 W10 W13 W12 W16 W17 W18 W4 W8 Scale =1:72.5 Plate Offsets(X,Y):[2:0-1-12,0-2-8], [3:0-3-0,0-2-0], [9:0-3-0,0-2-0], [15:0-2-4,0-3-4], [18:0-2-4,0-3-0], [21:0-2-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.15 5 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.27 16-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.78 Horz(CT) 0.11 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:342lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W19,W10:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-5-10ocpurlins, exceptend verticals. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt 2-21,5-18 WEBS 1 Rowatmidpt 3-20,7-18,9-14,1-23,11-12,4-19,7-16,8-15,10-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduringtrusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1647/0-6-0,(min.0-2-11),23=1675/0-6-0,(min.0-2-15) Max Horiz23=-140(LC17) Max Uplift12=-196(LC12),23=-246(LC13) Max Grav12=1721(LC2),23=1864(LC39) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 1-2=-549/93,2-24=-1053/188,3-24=-1016/197,3-4=-1573/287,4-25=-1952/344,25-26=-1952/344,5-26=-1952/344, 5-27=-1949/347,6-27=-1949/347,6-7=-1949/347,7-28=-1963/363,28-29=-1963/363,8-29=-1963/363,8-9=-1821/343, 9-10=-1508/279,10-30=-1003/169,30-31=-1004/166,31-32=-1032/154,11-32=-1061/147,1-23=-1794/256,11-12=-1675/243 BOTCHORD 2-21=-1478/234,20-21=-80/518,19-20=-131/940,18-19=-226/1573,5-18=-421/155,15-16=-240/1844,14-15=-144/1328, 13-14=-104/923 WEBS 1-21=-214/1582,2-20=-203/1254,3-20=-1139/240,4-18=-181/910,9-15=-207/1060,9-14=-584/173,4-19=-1266/308,3-19=-273/1517,7-16=-381/189,16-18=-273/1802,8-16=-74/265,8-15=-812/258,10-14=-126/798,10-13=-1041/193, 11-13=-165/1464 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)15-1-12 to19-5-12, Interior(1)19-5-12 to20-7-0,Exterior(2R)20-7-0 to26-8-9, Interior(1)26-8-9 to48-3-0,Exterior(2R)48-3-0 to54-4-9, Interior(1)54-4-9 to 58-2-4zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance withIBC1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign.5) Provideadequatedrainage toprevent waterponding. 6) Allplatesare3x4MT20unlessotherwiseindicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableof withstanding246 lbupliftat joint23and196lbupliftat joint12. 9)This truss is designed inaccordance withthe2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T23 2 12005708-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedOct0712:25:03 Page: 1 ID:cTEE13zJ7dYw2MsBGFgdKuyxp0L-D6SeTfjY8PoNB7ZGGoLnEYEubTFg0hXPWQk3HryVpqU DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 3x4 3x4 19 18 17 16 15 14 13 12 11 10 9 1 8 2 3 4 5 6 7 T1 T2 T3 T4 W1 W9 B1 B1B2 W2 W3 W3W5W4W4W5W4W5W4 W6 W7 W8 Scale =1:72.5 Plate Offsets(X,Y):[2:0-4-0,0-2-8], [7:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.14 14-15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.26 14-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.68 Horz(CT) 0.07 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:276lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W9:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-18,7-12,1-19,9-10,3-17,2-17, 4-15,6-14,8-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduringtrusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1648/Mechanical,(min.0-1-8),19=1676/Mechanical, (min.0-1-8) Max Horiz19=-140(LC17) Max Uplift10=-195(LC12),19=-245(LC13) Max Grav10=1722(LC2),19=1865(LC39) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 1-20=-979/155,2-20=-915/171,2-21=-1652/298,3-21=-1652/298,3-22=-1953/359,4-22=-1953/359,4-5=-1953/359,5-6=-1953/359,6-23=-1888/354,7-23=-1888/354,7-8=-1510/278,8-24=-1003/169,24-25=-1011/166,25-26=-1031/154, 9-26=-1061/147,1-19=-1823/274,9-10=-1676/243 BOTCHORD 17-18=-119/866,16-17=-238/1652,15-16=-238/1652,14-15=-247/1888,13-14=-144/1331,12-13=-144/1331, 11-12=-104/922 WEBS 1-18=-213/1580,2-18=-1202/260,7-12=-579/181,3-17=-1131/320,2-17=-276/1496,3-15=-120/565,4-15=-445/194,6-14=-757/266,7-14=-211/1060,8-12=-126/807,8-11=-1044/190,9-11=-165/1462 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)15-1-12 to19-5-12, Interior(1)19-5-12 to20-7-0,Exterior(2R)20-7-0 to26-8-9, Interior(1)26-8-9 to48-3-0,Exterior(2R)48-3-0 to54-4-9, Interior(1)54-4-9 to 58-2-4zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance withIBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5) Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 7) Refer togirder(s) for truss to truss connections. 8) Providemechanical connection(byothers)of truss tobearingplate capableof withstanding245 lbupliftat joint19and195lbupliftat joint10. 9)This truss is designed inaccordance withthe2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T24 2 12005708-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedOct0712:25:04 Page: 1 ID:RRBn_Zf4i8kqO7j85jC_8vyxp?S-hI?0g?jAvjxEoH8TqVs0mmn13tbAl9LYl4TdpHyVpqT DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 3x4 19 18 17 16 15 14 13 12 11 10 9 1 8 3 4 5 62 7 T1 T2 T3 T4 W1 W9 B1 B1B2 W2 W3 W4 W4 W3W5W4W5W4W5 W8 W6 W7 Scale = 1:75 Plate Offsets(X,Y):[1:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.13 14-15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.24 14-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.69 Horz(CT)0.07 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:285lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T1:2x4SPF1650F1.5E BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W9:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-18,2-17,7-12,1-19,9-10,3-17, 4-15,6-15,6-14,8-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 10=1632/Mechanical,(min.0-1-8),19=1658/Mechanical, (min.0-1-8) Max Horiz19=-153(LC17) Max Uplift10=-166(LC12),19=-207(LC13) Max Grav10=1722(LC2),19=1825(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOP CHORD 1-20=-1151/171,20-21=-1110/183,2-21=-1096/203,2-3=-1619/293,3-22=-1873/322,22-23=-1873/322,4-23=-1873/322,4-24=-1873/322,5-24=-1873/322,5-25=-1873/322,6-25=-1873/322,6-7=-1812/326,7-8=-1568/298,8-26=-1085/187, 26-27=-1117/170,9-27=-1165/169,1-19=-1764/285,9-10=-1670/247 BOT CHORD 17-18=-128/1010,16-17=-210/1616,15-16=-210/1616,14-15=-206/1809,13-14=-123/1382,12-13=-123/1382, 11-12=-107/1002 WEBS 1-18=-184/1541,2-18=-1037/229,2-17=-248/1341,7-14=-193/945,7-12=-467/163,3-17=-1079/291,3-15=-109/554,4-15=-492/171,6-14=-718/246,9-11=-154/1450,8-12=-111/694,8-11=-934/188 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)15-1-12 to19-5-12, Interior(1)19-5-12 to22-3-4,Exterior(2R)22-3-4 to28-3-4, Interior(1)28-3-4to46-6-12,Exterior(2R)46-6-12 to52-5-6, Interior(1)52-5-6 to 58-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns. Rainsurchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance withIBC 1608.3.4. 4) Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyotherliveloads. 7) Refer togirder(s) for truss to trussconnections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding207 lbupliftat joint19and166lbupliftat joint10. 9)This truss is designed inaccordance with the2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T25 1 12005708-12T Hip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedOct0712:25:05 Page: 1 ID:XIO9Od5n7CAAdA9yx9pMKVyxoyI-hI?0g?jAvjxEoH8TqVs0mmn?gtb3l93Yl4TdpHyVpqT DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 3x4121918171615141311 10 91 3 4 5 6 72 8 T1 T2 T4T3 T5 W1 W9 B1 B2B2 W2 W3 W4 W5 W4 W5 W4 W5 W4 W3 W6 W7 W8 Scale =1:74.8 Plate Offsets(X,Y):[14:0-2-12,0-3-0], [17:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.15 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.30 16-17 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.87 Horz(CT)0.08 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:268 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T4:2x4SPF1650F1.5E BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W9,W8:2x4SPFStud BRACING TOP CHORD Structuralwoodsheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-18,3-17,5-16,6-15,8-13,1-19,10-11,9-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1659/Mechanical,(min.0-1-8),19=1691/Mechanical,(min. 0-1-8) MaxHoriz19=-127(LC17) MaxUplift11=-218(LC12),19=-274(LC13) Max Grav11=1740(LC39),19=1900(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-808/146,2-20=-1689/307,3-20=-1692/306,3-4=-2079/390,4-5=-2079/390,5-21=-2079/390,6-21=-2079/390, 6-22=-2006/379,22-23=-2006/379,7-23=-2006/379,7-8=-2006/380,8-9=-1443/270,9-24=-918/153,10-24=-951/141, 1-19=-1874/287,10-11=-1699/239 BOTCHORD 17-18=-104/737,16-17=-264/1721,15-16=-286/2006,14-15=-158/1296,13-14=-158/1296,12-13=-106/846 WEBS 1-18=-243/1664,2-18=-1380/294,2-17=-304/1660,3-17=-1202/344,3-16=-128/606,5-16=-445/211,6-15=-820/286, 8-15=-237/1208,8-13=-719/204,9-13=-144/956,9-12=-1153/200,10-12=-183/1473 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-CExterior(2E)15-1-12 to19-3-4,Exterior(2R)19-3-4 to25-4-13, Interior(1)25-4-13 to49-6-12,Exterior(2R)49-6-12 to55-8-5, Interior(1)55-8-5 to58-2-4 zone;C-C for membersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered forthisdesign. 5) Provideadequatedrainage toprevent waterponding. 6) AllplatesareMT20platesunlessotherwiseindicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyother liveloads. 8) Refer togirder(s) for truss to truss connections. 9) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding274 lbupliftat joint19and218lbupliftat joint11. 10)This trussisdesigned inaccordance with the2018 International ResidentialCodesections R502.11.1andR802.10.2andreferencedstandardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T26 1 12005708-12T Hip Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.WedOct0712:25:05 Page: 1 ID:ucqAHPBExrWOQ?2FC2RT_Uyxowu-AUZOuLkog134QRjfNCNFJzJ8KHwaUZUhzkDALkyVpqS DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 20 19 18 17 16 15 14 13 12 11 10 1 3 4 5 6 7 8 92 T1 T2 T4T3 T5 W1 W7 B1 B2B2 W2W3 W4 W4 W3 W6 W5 W4 W5 W4 W5 W4 W5 Scale=1:74.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.18 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.36 15-16 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.89 Horz(CT)0.09 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:255 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W7:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-5-14ocbracing. WEBS 1 Rowatmidpt 2-19,9-12,1-20,10-11,3-18,4-16,6-15,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizerInstallationguide. REACTIONS (lb/size)11=1686/Mechanical,(min.0-1-8),20=1724/Mechanical,(min. 0-1-8) Max Horiz20=-100(LC17) Max Uplift11=-267(LC12),20=-337(LC13) Max Grav11=1796(LC39),20=1968(LC39) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 2-21=-1561/294,21-22=-1561/294,3-22=-1564/294,3-23=-2175/429,4-23=-2175/429,4-5=-2339/465,5-6=-2339/465, 6-24=-2339/465,7-24=-2339/465,7-8=-2339/465,8-25=-2053/401,25-26=-2053/401,9-26=-2050/402,9-27=-1143/222,10-27=-1207/205,1-20=-1879/256,10-11=-1753/292 BOT CHORD 18-19=-22/260,17-18=-257/1561,16-17=-257/1561,15-16=-383/2175,14-15=-335/2050,13-14=-335/2050,12-13=-159/1079 WEBS 1-19=-278/1863,2-19=-1869/413,2-18=-390/2064,9-13=-297/1542,9-12=-1037/255,10-12=-229/1579,3-18=-1434/390, 3-16=-213/988,4-16=-617/251,4-15=-56/257,6-15=-440/208,8-15=-116/538,8-13=-1049/319 NOTES 1) Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)15-1-12 to16-3-4,Exterior(2R)16-3-4 to22-4-13, Interior(1)22-4-13 to52-6-12,Exterior(2E)52-6-12 to58-2-4 zone;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns. Rainsurchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordance with IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwiseindicated. 7)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyother liveloads.8) Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding337 lbupliftat joint20and267lbupliftat joint11. 10)This truss is designedinaccordance with the2018 International Residential Code sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T27 1 12005708-12T Hip Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedOct0712:25:05 Page: 1 ID:J?5bctr6DRJkuIAeMOP7Atyxow2-AUZOuLkog134QRjfNCNFJzJ9UHwLUZIhzkDALkyVpqS DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x5 =3x4 19 18 17 16 15 14 13 12 11 10 1 2 3 4 5 6 7 8 9 W1 T1 T2T1 T3 W6 B1 B2B2 W4 W5 W2W3W2W2W3W2W3W2W3W2W3 Scale = 1:74.5 Plate Offsets(X,Y):[11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.76 Vert(LL)-0.21 14-15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.72 Vert(CT)-0.42 14-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.86 Horz(CT) 0.10 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:234lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W6,W5,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-0ocpurlins,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-4-7ocbracing. WEBS 1 Rowatmidpt 1-19,10-11,9-12,2-18,8-13 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1713/Mechanical,(min.0-1-8),19=1738/Mechanical,(min. 0-1-8) MaxHoriz19=-49(LC17) MaxUplift11=-317(LC12),19=-365(LC12) Max Grav11=1874(LC36),19=1980(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-19=-1918/398,1-20=-1569/296,2-20=-1569/296,2-21=-2378/475,3-21=-2378/475,3-4=-2698/550,4-5=-2698/550,5-6=-2698/550,6-22=-2569/514,7-22=-2569/514,7-8=-2569/514,8-23=-1983/387,23-24=-1982/387,9-24=-1979/388, 9-10=-703/134,10-11=-1863/315 BOT CHORD 17-18=-281/1569,16-17=-281/1569,15-16=-456/2378,14-15=-495/2586,13-14=-358/1979,12-13=-112/669 WEBS 9-12=-1462/327,10-12=-276/1688,9-13=-372/1957,2-18=-1524/406,1-18=-431/2276,2-16=-263/1240,3-16=-776/270, 3-15=-110/513,5-15=-415/197,6-14=-582/226,8-14=-196/962,8-13=-1315/358 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Exterior(2E)0-1-12 to4-5-12, Interior(1)4-5-12 to40-6-12,Exterior(2E)40-6-12 to43-2-4zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalancedsnow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads. 7) Refer togirder(s) for truss to truss connections. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableofwithstanding365 lbupliftat joint19and317lbupliftat joint11. 9)This truss isdesigned inaccordancewith the2018 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T28 1 12005708-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.WedOct0712:25:06 Page: 1 ID:YYjGCOZl5ttD5WlAt?UCbXyxov6-eh7m5glQQKBx2bIrxwuUrBsNYhEND01rCOyjuAyVpqR DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x6 3x6 20 19 18 17 16 15 14 13 12 11 1 2 3 4 5 6 7 8 9 10 W1 T1 T2T1 W1 B1 B2B2 W2W1W2W2W1W2W1W2W1W2W1W2W1 Scale =1:68.9 Plate Offsets(X,Y):[11:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) 0.24 15-16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.47 15-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.93 Horz(CT) 0.08 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:239lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x6SPFNo.2 WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor2-10-6ocpurlins,exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor7-0-6ocbracing. WEBS 1 Rowatmidpt 1-20,10-11,5-15 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=1739/Mechanical,(min.0-1-8),20=1739/Mechanical,(min. 0-1-8) Max Uplift11=-362(LC12),20=-362(LC12) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-20=-1680/620,1-2=-1658/566,2-3=-2721/929,3-4=-3261/1113,4-5=-3261/1113,5-6=-3257/1111,6-7=-3257/1111, 7-8=-2722/929,8-9=-2722/929,9-10=-1658/565,10-11=-1680/620 BOTCHORD 18-19=-566/1658,17-18=-566/1658,16-17=-929/2721,15-16=-1113/3261,14-15=-929/2722,13-14=-929/2722, 12-13=-565/1658 WEBS 10-12=-760/2237,2-19=-1391/603,1-19=-760/2238,2-17=-495/1448,3-17=-864/407,3-16=-251/735,5-16=-373/243, 6-15=-374/244,7-15=-247/728,7-13=-860/406,9-13=-496/1450,9-12=-1392/603 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C-C Corner(3)0-1-12 to5-1-12,Exterior(2)5-1-12 to38-2-4,Corner(3)38-2-4 to43-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 3) Provideadequatedrainage toprevent waterponding. 4)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrentwithanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding362 lbupliftat joint20and362lbupliftat joint11. 7)This truss is designedinaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T29 1 12005708-12T Flat JobReference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.WedOct0712:25:06 Page: 1 ID:vK5RyXFtv4xHp71w9lUKtKyxouE-eh7m5glQQKBx2bIrxwuUrBsQChG3D?trCOyjuAyVpqR DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x10 21 20 1918 17 16 15 14 13 12 1 2 3 45 6 7 89 10 11 W1 T1 T2T1 W1 B1 B2B2 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 Scale = 1:68.9 Plate Offsets(X,Y):[4:0-3-7,0-2-0], [8:0-3-2,0-2-0], [15:0-2-0,0-5-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.35 Vert(LL) 0.38 16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.99 Vert(CT)-0.57 16 >909 180 TCDL 10.0 RepStress Incr NO WB 0.67 Horz(CT) 0.13 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:497 lb FT=20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-2-10ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor8-2-13ocbracing. REACTIONS (lb/size) 12=3419/Mechanical,(min.0-1-8),21=3319/Mechanical, (min.0-1-8) Max Uplift12=-1480(LC8),21=-1429(LC8) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-21=-3209/1427,1-22=-3968/1708,22-23=-3968/1708,23-24=-3968/1708,2-24=-3968/1708,2-25=-3968/1708, 25-26=-3968/1708,3-26=-3968/1708,3-27=-8378/3604,27-28=-8378/3604,4-28=-8378/3604,4-5=-8378/3604, 5-29=-8378/3604,29-30=-8378/3604,30-31=-8378/3604,6-31=-8378/3604,6-32=-8378/3604,32-33=-8378/3604, 7-33=-8378/3604,7-34=-8378/3604,34-35=-8378/3604,8-35=-8378/3604,8-9=-8378/3604,9-36=-3954/1699, 36-37=-3954/1699,37-38=-3954/1699,10-38=-3954/1699,10-39=-3954/1699,39-40=-3954/1699,11-40=-3954/1699, 11-12=-3281/1476 BOT CHORD 20-44=-2897/6726,44-45=-2897/6726,19-45=-2897/6726,18-19=-2897/6726,18-46=-2897/6726,46-47=-2897/6726,17-47=-2897/6726,17-48=-3848/8937,48-49=-3848/8937,49-50=-3848/8937,16-50=-3848/8937,16-51=-3848/8937, 51-52=-3848/8937,15-52=-3848/8937,15-53=-2892/6719,53-54=-2892/6719,14-54=-2892/6719,14-55=-2892/6719,55-56=-2892/6719,56-57=-2892/6719,13-57=-2892/6719 WEBS 1-20=-2112/4908,2-20=-672/416,3-20=-3440/1482,3-19=0/326,3-17=-883/2061,5-17=-608/372,6-17=-697/304, 6-16=0/328,6-15=-698/304,7-15=-611/375,9-15=-888/2069,9-14=0/326,9-13=-3449/1488,10-13=-661/408,11-13=-2103/4892 NOTES 1) 2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chordsconnectedas follows:2x4-1rowat0-9-0oc,2x6-2rowsstaggeredat0-9-0oc.Bottom chords connectedas follows:2x6-2rowsstaggeredat0-9-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsareconsideredequallyapplied toallplies,exceptifnotedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone;Lumber DOL=1.60plategripDOL=1.60 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding1429 lbupliftat joint21and1480 lbupliftat joint12. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T30 1 22005708-12T FlatGirder JobReference(optional) Run:8.4 S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.WedOct0712:25:10 Page: 1 ID:w7gjfzssulM2RzRkfzvIR5yxotR-eh7m5glQQKBx2bIrxwuUrBsTyhAAD3zrCOyjuAyVpqR Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11) Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)150 lbdownand84lbupat1-1-4,150 lbdownand84lbupat3-1-4,150 lbdownand84 lbupat5-1-4,150 lbdownand84 lbupat7-1-4,150 lbdownand84 lbupat9-1-4,150 lbdownand84 lbupat11-1-4,150 lbdownand84 lbupat 13-1-4,150 lbdownand84 lbupat15-1-4,150 lbdownand84 lbupat17-1-4,150lbdownand84lbupat19-1-4,150 lbdownand84 lbupat21-1-4,150 lbdownand84lbupat23-1-4,150 lbdownand84 lbupat25-1-4,150lbdownand84 lbupat27-1-4,150 lbdownand84 lbupat29-1-4,150 lbdownand84 lbupat31-1-4,150 lb downand84lbupat33-1-4,150 lbdownand84 lbupat35-1-4,150 lbdownand84 lbupat37-1-4,150lbdownand84 lbupat39-1-4,and150 lbdownand84 lbupat 41-1-4,and161 lbdownand97 lbupat43-2-4on top chord,and45 lbdownand15lbupat1-1-4,45 lbdownand15 lbupat3-1-4,45lbdownand15 lbupat5-1-4,45 lbdownand15lbupat7-1-4,45 lbdownand15 lbupat9-1-4,45 lbdownand15 lbupat11-1-4,45 lbdownand15 lbupat13-1-4,45 lbdownand15 lbupat15-1-4,45 lb downand15lbupat17-1-4,45 lbdownand15lbupat19-1-4,45 lbdownand15lbupat21-1-4,45 lbdownand15lbupat23-1-4,45 lbdownand15lbupat25-1-4,45 lbdownand15 lbupat27-1-4,45 lbdownand15 lbupat29-1-4,45 lbdownand15 lbupat31-1-4,45 lbdownand15 lbupat33-1-4,45 lbdownand15 lbupat35-1-4, 45 lbdownand15 lbupat37-1-4,45 lbdownand15 lbupat39-1-4,and45 lbdownand15 lbupat41-1-4,and63lbdownand10lbupat43-2-4onbottomchord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1) Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-11=-61,12-21=-20 ConcentratedLoads(lb) Vert:11=-137(B),12=-47(B),3=-109(B),19=-37(B),7=-109(B),15=-37(B),22=-110(B),23=-109(B),24=-109(B),25=-109(B),26=-109(B),27=-109(B), 28=-109(B),29=-109(B),30=-109(B),31=-109(B),32=-109(B),33=-109(B),34=-109(B),35=-109(B),36=-109(B),37=-109(B),38=-109(B),39=-109(B), 40=-109(B),41=-38(B),42=-37(B),43=-37(B),44=-37(B),45=-37(B),46=-37(B),47=-37(B),48=-37(B),49=-37(B),50=-37(B),51=-37(B),52=-37(B), 53=-37(B),54=-37(B),55=-37(B),56=-37(B),57=-37(B),58=-37(B),59=-37(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T30 1 22005708-12T FlatGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:25:10 Page: 2 ID:w7gjfzssulM2RzRkfzvIR5yxotR-eh7m5glQQKBx2bIrxwuUrBsTyhAAD3zrCOyjuAyVpqR DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x6 =4x4 =6x6 1.5x4 =4x8 =3x6 3x6 9 8 7 6 1 2 4 53 W1 T1 T2 W5 B1 W2 W3 W4 W5 W4 Scale =1:32.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL) 0.07 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.07 7-8 >999 180 TCDL 10.0 RepStress Incr NO WB 0.56 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:65 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-1-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=764/0-6-0,(min.0-1-8),9=775/0-4-0,(min.0-1-8) MaxHoriz9=98(LC12) MaxUplift6=-532(LC9),9=-409(LC9) Max Grav6=847(LC33),9=895(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-9=-857/398,2-3=-942/602,3-10=-1068/674,10-11=-1069/675,4-11=-1072/675,4-12=-1068/673,12-13=-1068/673, 13-14=-1068/673,14-15=-1068/673,5-15=-1068/673,5-6=-781/485 BOTCHORD 8-16=-557/827,16-17=-557/827,7-17=-557/827 WEBS 2-8=-508/803,3-7=-153/278,4-7=-563/325,5-7=-739/1173 NOTES 1) Unbalancedroof liveloadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;end vertical leftexposed;porch leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6) Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableof withstanding409 lbupliftatjoint9and532 lbupliftat joint6. 9)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)123 lbdownand154lbupat4-7-12,94 lbdownand72lbupat6-8-8,94 lbdownand72 lbupat8-8-8,94 lbdownand72 lbupat10-8-8,and94 lbdownand72 lbupat12-8-8,and94lbdownand70lbupat14-8-8on top chord,and76 lbdownand98 lbupat4-7-12,17 lbdownand38 lbupat6-8-8,17 lbdownand38 lbupat8-8-8,17 lbdownand38 lbupat10-8-8,and17 lbdownand38lbupat12-8-8, and19 lbdownand36 lbupat14-8-8onbottomchord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 11)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-5=-61,6-9=-20 ConcentratedLoads(lb) Vert:3=-76(F),8=-15(F),10=-29(F),11=-29(F),12=-29(F),14=-29(F),15=-39(F),16=-8(F),17=-8(F),18=-8(F),19=-8(F),20=-12(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T31 1 12005708-12T Jack-ClosedGirder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.WedOct0712:25:11 Page: 1 ID:lzOGgfWovECnykeUVYnosZyxom8-WSNHx2oxUZhNWCccAmzQ0106pIh09vcR70wx1xyVpqN DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 5x6 6x6 1.5x4 =6x6 =3x10 1.5x4 =3x4 3x6 9 8 7 6 1 2 4 53 W1 T1 T2 W4 B1 W5W2W3W4 Scale =1:32.3 Plate Offsets(X,Y):[2:0-3-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.80 Vert(LL) 0.12 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.54 Vert(CT)-0.16 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:64 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-1-3ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=589/0-6-0,(min.0-1-8),9=645/0-4-0,(min.0-1-8) MaxHoriz9=127(LC16) MaxUplift6=-265(LC13),9=-198(LC13) Max Grav6=737(LC37),9=788(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-9=-706/513,2-11=-713/652,3-11=-687/676,3-12=-678/581,4-12=-678/581,4-13=-675/579,13-14=-675/579, 5-14=-675/579,5-6=-700/521 BOTCHORD 9-15=-641/574,8-15=-641/574,8-16=-632/573,7-16=-632/573 WEBS 5-7=-737/852,3-8=-251/170,4-7=-498/169 NOTES 1) Unbalancedroof liveloadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-CExterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4to6-1-12,Exterior(2E)6-1-12 to10-4-11, Interior(1)10-4-11 to15-4-4 zone; cantilever leftexposed ; end vertical leftexposed; porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6) Provideadequatedrainage topreventwaterponding.7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8) Providemechanical connection(byothers)of truss tobearingplate capableof withstanding198 lbupliftatjoint9and265 lbupliftat joint6. 9)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T32 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.WedOct0712:25:11 Page: 1 ID:l3VzxvKSu7m77BqYUq?ldvyxol4-_ewf8OpZFtpE8MBpkTUfYEZDgi_JuNqaMggUZNyVpqM DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5x6 1.5x4 3x4 =3x4 =6x6 =6x6 3x4 9 8 7 6 1 2 3 54 W1 T1 T2 W6 B1 W5W4 W3W2 Scale = 1:32.4 Plate Offsets(X,Y):[2:0-3-15,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) 0.14 6-7 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.15 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.67 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:69 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W1:2x6SPF No.2,W5:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-5-11ocpurlins, exceptend verticals. BOTCHORD Rigidceilingdirectlyappliedor6-8-10ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 6=574/0-6-0,(min.0-1-8),9=629/0-4-0,(min.0-1-8) Max Horiz9=189(LC16) Max Uplift6=-253(LC13),9=-162(LC13) Max Grav6=652(LC37),9=878(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOP CHORD 2-9=-754/484,2-10=-838/639,10-11=-784/644,3-11=-752/659,3-4=-571/536,5-6=-266/97 BOT CHORD 9-14=-688/631,8-14=-688/631,7-8=-688/631,7-15=-519/452,15-16=-519/452,6-16=-519/452 WEBS 4-6=-580/656,4-7=-468/312 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4,Interior(1)1-9-4 to9-1-12,Exterior(2E)9-1-12to13-4-11, Interior(1)13-4-11 to15-4-4zone; cantileverleftexposed ; end vertical leftexposed; porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flatroof snowloadgoverns. Rainsurchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance withIBC1608.3.4. 4) Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother liveloads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding162 lbupliftat joint9and253 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T33 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.WedOct0712:25:11 Page: 1 ID:6ZMj7Epvj6gbIAJ2HWCui7yxokT-_ewf8OpZFtpE8MBpkTUfYEZC1izVuK6aMggUZNyVpqM DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4x6 =6x6 9 8 7 6 1 2 3 54 W1 T1 T2 W6 B1 W4 W5 W3W2 Scale = 1:35.6 Plate Offsets(X,Y):[2:0-1-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.97 Vert(LL) 0.14 7-8 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.60 Vert(CT)-0.18 7-8 >967 180 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:76 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W1:2x8SP2400F2.0E,W5:2x4SPFNo.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-10-1ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 6=551/0-6-0,(min.0-1-8),9=622/0-4-0,(min.0-1-8) Max Horiz9=249(LC16) Max Uplift6=-234(LC13),9=-132(LC13) Max Grav6=628(LC38),9=871(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-764/445,2-10=-942/564,3-10=-891/592,3-11=-446/259,11-12=-382/264,4-12=-330/286 BOT CHORD 9-13=-675/715,8-13=-675/715,8-14=-675/715,7-14=-675/715,6-7=-299/288 WEBS 4-7=-556/413,4-6=-672/694,3-7=-504/439,3-8=-266/203 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to12-1-12,Exterior(2E)12-1-12 to15-4-4 zone; cantilever leftexposed ; endvertical leftexposed;porch leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign.5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding132 lbupliftatjoint9and234 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T34 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.WedOct0712:25:11 Page: 1 ID:iFC031zhQQRczKOk5SSAG4yxokF-_ewf8OpZFtpE8MBpkTUfYEZA_izRuKSaMggUZNyVpqM DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 8 7 1 2 3 4 65 W1 T2 T1 T3 W5 B1 W2 W3 W4 Scale = 1:42 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [5:0-4-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL) 0.23 7-8 >789 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.19 7-8 >937 180 TCDL 10.0 RepStress Incr YES WB 0.32 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W4:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-5-4ocbracing. WEBS 1 Rowatmidpt 6-7,3-7 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 7=528/0-6-0,(min.0-1-8),9=615/0-4-0,(min.0-1-8) Max Horiz9=312(LC16) Max Uplift7=-212(LC16),9=-109(LC13) Max Grav7=793(LC37),9=790(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-726/417,2-10=-937/467,10-11=-867/480,3-11=-726/503,6-7=-278/143 BOT CHORD 9-14=-466/275,8-14=-466/275,8-15=-637/754,7-15=-637/754 WEBS 2-8=-188/534,3-8=-407/310,3-7=-856/722 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to15-1-12,Exterior(2E)15-1-12 to15-4-4 zone;endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign.5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding109 lbupliftatjoint9and212 lbupliftat joint7. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T35 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:12 Page: 1 ID:fjRTlzqbxwGgN4kBC9ib6ryxoj9-TqU1MkqB0Ax5mWm?IB?u5S6Mw6KvdssjaKP25qyVpqL DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8 7 6 1 2 3 4 5 W1 T2 T1 W5 B1 W2 W3 W4 Scale = 1:41.6 Plate Offsets(X,Y):[2:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.72 Vert(LL) 0.23 6-7 >791 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.19 6-7 >932 180 TCDL 10.0 RepStress Incr YES WB 0.25 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W4:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-5-10ocbracing. WEBS 1 Rowatmidpt 5-6,3-6 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 6=528/0-6-0,(min.0-1-8),8=615/0-4-0,(min.0-1-8) Max Horiz8=321(LC16) Max Uplift6=-221(LC16),8=-105(LC13) Max Grav6=642(LC23),8=699(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-636/412,2-9=-739/453,3-9=-560/489 BOT CHORD 8-12=-476/280,7-12=-476/280,7-13=-632/574,6-13=-632/574 WEBS 2-7=-175/406,3-7=-407/310,3-6=-656/720 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to15-4-4 zone;end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding105 lbupliftatjoint8and221 lbupliftat joint6. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T36 12 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:12 Page: 1 ID:q673eX9ALXoikOtaq1C9Elyxoij-TqU1MkqB0Ax5mWm?IB?u5S6Pi6Kudu2jaKP25qyVpqL DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =6x6 3x8 1.5x4 =4x12 1.5x4 =3x10 1.5x4 =3x5 =5x6 17 16 10 9 1 2 15 14 13 12 11 3 5 6 7 84 W1 T1 T2 W10 B1 B2 B3 B4 B1 W3 W2 W9 W8W5W6W6W5W7W5W4W5 Scale=1:37 PlateOffsets(X,Y):[2:0-3-4,0-1-8], [4:0-6-12,0-1-0], [11:0-4-4,0-2-4], [15:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.75 Vert(LL)-0.18 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.72 Vert(CT)-0.30 12-13 >745 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.92 Horz(CT)0.15 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:91 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud,B3:2x4SPF1650F1.5E WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-5-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-1-3ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 9=1505/0-6-0,(min.0-2-9),17=1399/0-6-0,(min.0-2-4) Max Horiz17=131(LC9) Max Uplift9=-455(LC9),17=-394(LC12) Max Grav9=1648(LC33),17=1438(LC34) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-17=-1391/446,2-3=-2261/730,3-4=-2097/702,4-18=-3551/1052,18-19=-3552/1052,5-19=-3553/1052, 5-20=-3551/1051,20-21=-3551/1051,6-21=-3551/1051,6-22=-1713/482,22-23=-1713/482,7-23=-1713/482, 7-24=-1581/453,24-25=-1581/453,8-25=-1581/453,8-9=-1529/481 BOTCHORD 3-15=-128/305,14-15=-688/1957,14-26=-693/1982,26-27=-693/1982,13-27=-693/1982,13-28=-1035/3446, 28-29=-1035/3446,12-29=-1035/3446,12-30=-1035/3446,30-31=-1035/3446,11-31=-1035/3446,7-11=-456/203 WEBS 2-15=-518/1711,8-11=-616/2066,4-14=-76/360,4-13=-491/1726,6-11=-1902/560,5-13=-582/225,6-12=0/259, 4-15=-407/188 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;cantilever left andrightexposed ; end vertical leftandrightexposed;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4) Unbalanced snowloadshavebeenconsidered for thisdesign.5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6) Provideadequatedrainage topreventwaterponding. 7) AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 9) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding394 lbupliftat joint17and455lbupliftat joint9. 10)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)175 lbdownand120 lbupat3-0-13,114 lbdownand63 lbupat5-2-0, 114 lbdownand63 lbupat7-2-0,114lbdownand63 lbupat9-2-0,114 lbdownand63lbupat11-2-0,114lbdownand63lbupat13-2-0,114 lbdownand63 lbupat 15-2-0,and131 lbdownand79 lbupat17-2-0,and140 lbdownand75 lbupat18-5-4ontopchord,and131 lbdownand67lbupat3-0-13,52 lbdownand23 lbupat 5-2-0,52 lbdownand23 lbupat7-2-0,52lbdownand23 lbupat9-2-0,52 lbdownand23 lbupat11-2-0,52 lbdownand23 lbupat13-2-0,52lbdownand23lbupat 15-2-0,and46 lbdownat17-2-0,and57 lbdownat18-5-4onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 12)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T37 1 12005708-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:12 Page: 1 ID:uG39LUYEoMqAaIKjilnfXVyxoiD-TqU1MkqB0Ax5mWm?IB?u5S6PG6HkdjTjaKP25qyVpqL Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1) Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-8=-61,16-17=-20,11-15=-20,9-10=-20 ConcentratedLoads(lb) Vert:4=-142(F),14=-127(F),18=-83(F),19=-83(F),20=-83(F),21=-83(F),22=-83(F),23=-83(F),24=-100(F),25=-118(F),26=-52(F),27=-52(F),28=-52 (F),29=-52(F),30=-52(F),31=-52(F),32=-35(F),33=-41(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T37 1 12005708-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:25:12 Page: 2 ID:uG39LUYEoMqAaIKjilnfXVyxoiD-TqU1MkqB0Ax5mWm?IB?u5S6PG6HkdjTjaKP25qyVpqL DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =3x4 3x5 1.5x4 =5x6 =3x4 =3x4 =3x5 =3x4 =4x4 9 81514 1 2 12 11 1013 3 5 6 74 W1 T1 T2 W12 B1 B2 B3 B4 B1 W3 W2 W5 W9 W11 W10W6W7W8W8 W4 Scale =1:37 Plate Offsets(X,Y):[3:0-1-0,0-2-0], [4:0-3-0,0-2-2], [10:0-4-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.61 Vert(LL)-0.07 11-12 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.13 11-12 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.89 Horz(CT)0.08 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:97 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 8-10-6ocbracing:12-13. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=747/0-6-0,(min.0-1-10),15=770/0-6-0,(min.0-1-8) MaxHoriz15=171(LC13) MaxUplift8=-168(LC13),15=-79(LC13) Max Grav8=1047(LC37),15=861(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-15=-816/218,2-16=-1586/354,3-16=-1549/362,3-4=-1267/210,4-17=-1688/262,17-18=-1689/262,5-18=-1689/262, 5-19=-796/128,6-19=-796/128,6-7=-723/118,7-8=-989/181 BOTCHORD 3-13=-231/390,12-13=-442/1233,11-12=-260/1062,10-11=-328/1687,6-10=-429/139 WEBS 2-13=-220/1208,3-12=-360/242,5-10=-997/170,7-10=-217/1171,4-11=-168/701 NOTES 1) Unbalancedroof liveloadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-CExterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to4-4-13,Exterior(2E)4-4-13 to8-7-12, Interior(1)8-7-12 to18-10-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6) Provideadequatedrainage topreventwaterponding.7) AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9) Providemechanical connection(byothers)of truss tobearingplate capableof withstanding79 lbupliftatjoint15and168 lbupliftat joint8. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T38 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.WedOct0712:25:13 Page: 1 ID:tRZujYSnH536MBgrm95xG6yxoeT-x12QZ4qpnU3yNgKBruW7efec9VhcMBCtp_9beGyVpqK DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 1.5x4 4x8 =3x4 =5x6 =3x4 =3x4 =6x12 =3x4 1.5x4 =3x4 =4x4 15 14 9 8 1 2 12 11 1013 3 5 6 74 W1 T1 T2 W12 B1 B1 B2 B3 B4 W3 W2 W5 W11 W10W6 W4 W8W7W9W8 Scale = 1:37 Plate Offsets(X,Y):[3:0-1-0,0-2-0], [4:0-3-0,0-2-2], [10:0-2-8,0-2-0], [13:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.05 11-12 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.09 11-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.69 Horz(CT)0.07 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:105 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor4-9-2ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 7-11-7ocbracing:12-13. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=744/0-6-0,(min.0-1-10),15=760/0-6-0,(min.0-1-8) Max Horiz15=211(LC13) Max Uplift8=-171(LC13),15=-86(LC16) Max Grav8=1023(LC37),15=874(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 2-15=-827/225,2-16=-1458/397,16-17=-1423/397,3-17=-1421/404,3-4=-1111/177,4-18=-1189/182,5-18=-1191/181, 5-19=-567/99,6-19=-567/99,6-7=-530/94,7-8=-969/186 BOT CHORD 3-13=-225/385,12-13=-554/1165,11-12=-269/891,10-11=-265/1189,6-10=-393/132 WEBS 13-15=-291/189,2-13=-266/1112,3-12=-538/318,7-10=-207/1042,4-12=-45/259,4-11=-136/374,5-10=-777/143 NOTES 1) Unbalancedroof live loadshavebeen considered for thisdesign. 2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II;Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to5-8-13,Exterior(2E)5-8-13 to9-11-12, Interior(1)9-11-12 to18-10-4 zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopesless than0.500/12 inaccordance with IBC 1608.3.4. 4) Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding86lbupliftat joint15and171lbupliftatjoint8. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T39 1 12005708-12T Jack-Closed JobReference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.WedOct0712:25:13 Page: 1 ID:?Uvfac0GDX_RVPmu0XQzg0yxodk-x12QZ4qpnU3yNgKBruW7efee0VjiMEQtp_9beGyVpqK DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =3x4 3x5 1.5x4 =5x6 =6x12 1.5x4 =3x5 15 14 9 8 1 2 12 11 1013 3 5 6 74 W1 T1 T2 W12 B1 B2 B3 B4 B1 W3 W2 W5 W11 W10W6W7W9W8 W4 W8 Scale = 1:37 Plate Offsets(X,Y):[3:0-1-0,0-2-0], [4:0-3-0,0-2-2], [10:0-2-8,0-2-0], [13:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.66 Vert(LL)-0.03 11-12 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.36 Vert(CT)-0.07 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.61 Horz(CT)0.06 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:114 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-9-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 7-3-15ocbracing:12-13. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=739/0-6-0,(min.0-1-9),15=751/0-6-0,(min.0-1-8) Max Horiz15=251(LC13) Max Uplift8=-175(LC13),15=-96(LC16) Max Grav8=994(LC37),15=933(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-878/229,2-16=-1495/418,16-17=-1405/425,3-17=-1373/427,3-18=-972/106,4-18=-964/138,4-19=-874/133, 5-19=-876/133,5-20=-430/108,20-21=-430/108,6-21=-430/108,6-7=-408/105,7-8=-941/190 BOT CHORD 3-13=-230/401,12-13=-656/1283,11-12=-277/751,10-11=-228/874,6-10=-355/126 WEBS 13-15=-333/226,2-13=-294/1124,3-12=-744/401,7-10=-205/956,4-12=-41/284,5-10=-649/131 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to7-0-13,Exterior(2E)7-0-13 to11-3-12, Interior(1)11-3-12 to18-10-4zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding96 lbupliftat joint15and175 lbupliftat joint8. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T40 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:14 Page: 1 ID:3MJKklCgg8tJojPmPBCUnByxodV-PDcomQrRYoBp?pvOPb2MAtBm3v3l5iw02eu9AiyVpqJ DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 3x5 1.5x4 =5x6 =6x12 1.5x4 14 13 9 8 1 2 11 1012 3 5 6 74 W1 T1 T2 W12 B1 B1 B2 B3 B4 W3 W2 W5 W6 W7 W8 W11 W10 W4 W9 Scale = 1:38.8 Plate Offsets(X,Y):[3:0-2-4,0-2-0], [4:0-3-0,0-2-2], [10:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.58 Vert(LL)-0.11 10-11 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.23 10-11 >965 180 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.07 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:117 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-7-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 7-8 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 8=734/0-6-0,(min.0-1-8),14=743/0-6-0,(min.0-1-9) Max Horiz14=262(LC16) Max Uplift8=-157(LC13),14=-76(LC16) Max Grav8=958(LC37),14=986(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-14=-920/224,2-15=-1606/376,3-15=-1484/378,3-16=-926/66,16-17=-895/70,4-17=-798/108,4-5=-642/145, 5-18=-346/52,18-19=-346/52,6-19=-346/52,6-7=-328/54,7-8=-916/158 BOT CHORD 3-12=-162/306,11-12=-609/1471,10-11=-124/640,6-10=-325/103 WEBS 12-14=-251/84,2-12=-266/1226,3-11=-921/485,4-11=0/254,5-11=-81/312,5-10=-522/128,7-10=-147/894 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to8-4-13,Exterior(2E)8-4-13 to12-4-9, Interior(1)12-4-9 to18-10-4 zone; cantilever leftexposed ; endvertical left exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding76 lbupliftat joint14and157 lbupliftat joint8. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T41 1 12005708-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:14 Page: 1 ID:XNS_eXqHR7Qx2iOmS67gt9yxoch-PDcomQrRYoBp?pvOPb2MAtBoSv0n5hF02eu9AiyVpqJ DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5x6 12 11 10 9 8 1 2 3 4 6 75 T1 T2 W7 B1 B2 W3 W4 W6W5 W1 W2 HW1 Scale =1:42.4 Plate Offsets(X,Y):[2:0-0-8,0-7-4], [5:0-9-0,0-2-0], [7:0-3-0,0-3-4], [8:0-4-0,0-2-4], [9:0-6-0,0-6-4], [11:0-4-8,0-6-4], [12:0-5-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.85 Vert(LL)-0.13 11-12 >999 240 MT18HS 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.24 11-12 >957 180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.85 Horz(CT) 0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:306 lb FT = 20% LUMBER TOPCHORD 2x4SPF2100F1.8E*Except*T2:2x4SPF No.2 BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPF No.2*Except*W7:2x6SPF No.2,W4,W6:2x4SPF1650F 1.5E,W1,W2:2x4SPFStud SLIDER Left2x8SP2400F2.0E--2-6-0 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-7-9ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 7-8 REACTIONS (lb/size) 2=7326/0-6-0,(min.0-3-2),8=8594/0-6-0,(min.0-3-10) MaxHoriz2=317(LC12) MaxUplift2=-1898(LC12),8=-1627(LC9) MaxGrav2=7581(LC34),8=8779(LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-6871/1683,3-17=-9987/2535,4-17=-9812/2538,4-5=-7540/1614,5-6=-4297/826,6-18=-4296/825,7-18=-4296/825, 7-8=-7795/1517 BOTCHORD 2-12=-2197/7790,12-19=-2197/7790,19-20=-2197/7790,11-20=-2197/7790,11-21=-1330/5881,10-21=-1330/5881,10-22=-1330/5881,9-22=-1330/5881 WEBS 5-11=-1718/6922,5-9=-3319/1015,7-9=-1670/8693,6-9=-469/167,4-12=-1214/2942,4-11=-2367/1109 NOTES 1) 2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-2rows staggeredat0-9-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x8-2rows staggeredat0-3-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc.2) All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3) Unbalancedroof live loadshavebeen considered for thisdesign. 4) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6) Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8) Provideadequatedrainage toprevent waterponding. 9) AllplatesareMT20platesunlessotherwise indicated. 10)TheFabricationToleranceat joint2=0% 11)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1627 lbupliftat joint8and1898 lbupliftat joint2. 13)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot31 T42 1 22005708-12T HalfHipGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:15 Page: 1 ID:JX5Zk8AHXwHKEcovuC6TLLyxoaz-PDcomQrRYoBp?pvOPb2MAtBjAv0l5e602eu9AiyVpqJ Continuedonpage 2 DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)3299 lbdownand1441 lbupat4-9-0,1719 lbdownand374 lbupat 6-9-12,1960 lbdownand377 lbupat8-9-12,1948 lbdownand349 lbupat10-9-12,1880 lbdownand286 lbupat12-9-12,and1805 lbdownand219 lbupat14-9-12, and1845 lbdownand257 lbupat16-9-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1) Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-7=-61,8-13=-20 ConcentratedLoads(lb) Vert:12=-3299(B),19=-1719(B),20=-1960(B),21=-1948(B),22=-1880(B),23=-1805(B),24=-1845(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T42 1 22005708-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Wed Oct 0712:25:15 Page: 2 ID:JX5Zk8AHXwHKEcovuC6TLLyxoaz-PDcomQrRYoBp?pvOPb2MAtBjAv0l5e602eu9AiyVpqJ DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 =4x4 1 5 6 2 4 3 T1 T1 B1 W1 Scale = 1:26.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)-0.02 6-9 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT)-0.02 6-9 >999 180 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:28 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 2=338/0-3-8,(min.0-1-8),4=338/0-3-8,(min.0-1-8) Max Horiz2=98(LC15) Max Uplift2=-61(LC16),4=-61(LC17) Max Grav2=420(LC23),4=420(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-13=-390/115,3-13=-279/137,3-14=-279/137,4-14=-390/115 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-4 to2-1-12, Interior(1)2-1-12 to4-2-0,Exterior(2R)4-2-0 to7-2-0, Interior(1)7-2-0 to9-2-4zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding61 lbupliftat joint2and61 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T43 4 12005708-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:15 Page: 1 ID:XRoFn9ti0K18tvzIogIhPgyxqTQ-tPAA_ls3J5JgdzUazJZbj4k1sJQ8qHQAHIeii8yVpqI DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 =4x4 1.5x4 1 7 2 6 53 4 T1 T1 B1 ST2 ST1 ST1 Scale = 1:25.6 Plate Offsets(X,Y):[2:0-4-0,0-0-4], [6:0-4-0,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:31 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor8-4-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings8-4-0. (lb)-Max Horiz2=-98(LC14),11=-98(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,11except8=-109(LC17), 10=-107(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,11except8=309(LC 24),9=310(LC24),10=271(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. BOT CHORD 2-10=-149/256,9-10=-149/256,8-9=-149/256,6-8=-149/256 WEBS 4-9=-295/95 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)-0-10-4 to2-2-0,Exterior(2N)2-2-0 to4-2-0, Corner(3R)4-2-0 to7-2-0,Exterior(2N)7-2-0to9-2-4 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,2except(jt=lb)10=106,8=108. 11)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)6. 12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 T43GE 1 12005708-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:15 Page: 1 ID:AjKMV1EsN8rjJpHoDBN2DhyxoCL-tPAA_ls3J5JgdzUazJZbj4k3qJSVqHFAHIeii8yVpqI DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1 7 2 3 4 5 6 T1 W1 B1 ST4 ST3 ST2 ST1 Scale = 1:32.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL) 0.00 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:45 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings9-7-13. (lb)-Max Horiz1=284(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)1,7,8,9,10,11 Max GravAllreactions250(lb)or lessat joint(s)1,7,8,9,10,11 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-494/238,2-14=-424/187,3-14=-411/200,3-4=-309/143 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-0 to3-0-0,Exterior(2N)3-0-0 to9-6-1zone; cantileverleftexposed ; end vertical leftexposed;C-Cformembersand forces&MWFRS forreactionsshown; Lumber DOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)Allplatesare1.5x4MT20unlessotherwise indicated. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7,8,9,10,11.10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V01 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:15 Page: 1 ID:b8e_CM09qT9Z5Dq6FEZJbfyxpMD-tPAA_ls3J5JgdzUazJZbj4k49JTEqHpAHIeii8yVpqI DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 1.5x4 1.5x4 1 4 2 3 T1 W1 B1 ST1 Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:30 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=118/8-3-8,(min.0-1-8),4=98/8-3-8,(min.0-1-8), 5=361/8-3-8,(min.0-1-8) Max Horiz1=234(LC13) Max Uplift1=-12(LC12),4=-55(LC13),5=-188(LC16) Max Grav1=177(LC30),4=159(LC22),5=444(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-8=-390/234,8-9=-368/257,2-9=-368/262 WEBS 2-5=-332/299 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to8-2-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding55 lbupliftat joint4,12 lbupliftatjoint1and188 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V02 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:15 Page: 1 ID:b8e_CM09qT9Z5Dq6FEZJbfyxpMD-tPAA_ls3J5JgdzUazJZbj4kzaJRYqHAAHIeii8yVpqI DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 1.5x4 1.5x4 1 4 2 3 T1 W1 B1 ST1 Scale = 1:27.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=69/6-11-8,(min.0-1-8),4=109/6-11-8,(min.0-1-8), 5=305/6-11-8,(min.0-1-8) Max Horiz1=195(LC13) Max Uplift1=-21(LC12),4=-50(LC13),5=-156(LC16) Max Grav1=123(LC30),4=167(LC22),5=395(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-8=-377/236,2-8=-364/240 WEBS 2-5=-315/304 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to2-11-13, Interior(1)2-11-13 to6-10-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding50 lbupliftat joint4,21 lbupliftatjoint1and156 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V03 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:15 Page: 1 ID:WzouZw9cq2opf08uw7i2bGyxpIA-tPAA_ls3J5JgdzUazJZbj4k0PJS6qH9AHIeii8yVpqI DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 1.5x4 1.5x4 1 4 2 3 T1 W1 B1 ST1 Scale = 1:26.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:19 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=-4/5-7-8,(min.0-1-8),4=111/5-7-8,(min.0-1-8), 5=281/5-7-8,(min.0-1-8) Max Horiz1=155(LC13) Max Uplift1=-56(LC14),4=-43(LC13),5=-139(LC16) Max Grav1=85(LC13),4=167(LC22),5=391(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-8=-409/237,2-8=-405/242 WEBS 2-5=-369/389 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to5-6-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding43 lbupliftat joint4,56 lbupliftatjoint1and139 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V04 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:16 Page: 1 ID:WzouZw9cq2opf08uw7i2bGyxpIA-LckYB5ti4PRXE73mX04qFIGDAjoNZk_JVyNFEbyVpqH DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 1.5x4 1.5x4 1 3 2 T1 W1 B1 Scale = 1:21.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 1=147/4-3-8,(min.0-1-8),3=147/4-3-8,(min.0-1-8) Max Horiz1=115(LC13) Max Uplift1=-13(LC16),3=-57(LC16) Max Grav1=189(LC22),3=211(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to4-2-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding57 lbupliftat joint3and13 lbupliftat joint1. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V05 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:16 Page: 1 ID:WzouZw9cq2opf08uw7i2bGyxpIA-LckYB5ti4PRXE73mX04qFIGD0jluZlsJVyNFEbyVpqH DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 1.5x4 1 5 2 4 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale = 1:37.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.29 Horiz(TL) 0.01 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:64 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings19-2-0. (lb)-Max Horiz1=183(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-230(LC17),9=-229(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=498(LC 30),7=344(LC29),9=516(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-14=-156/279 WEBS 3-7=-302/8,2-9=-364/289,4-6=-355/292 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to9-7-5,Corner(3R)9-7-5 to12-7-5,Exterior(2N)12-7-5 to18-9-7 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)9=228,6=229. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V06 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:16 Page: 1 ID:_9MGmGAEbMwgHAi4TqDH7UyxpI9-LckYB5ti4PRXE73mX04qFIGC4jmEZhKJVyNFEbyVpqH DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 1.5x4 1 5 2 4 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale = 1:36.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:54 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings16-6-0. (lb)-Max Horiz1=157(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-191(LC17),9=-190(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=413(LC 23),7=299(LC2),9=430(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-9=-324/273,4-6=-317/277 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to8-3-5,Corner(3R)8-3-5 to11-3-5,Exterior(2N)11-3-5 to16-1-7 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)9=190,6=191. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V07 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:16 Page: 1 ID:_9MGmGAEbMwgHAi4TqDH7UyxpI9-LckYB5ti4PRXE73mX04qFIGDGjnrZjEJVyNFEbyVpqH DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 =4x4 1.5x4 1 5 2 4 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:30.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:43 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings13-10-0. (lb)-Max Horiz1=-131(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-157(LC17),8=-160(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=380(LC 23),7=283(LC2),8=380(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-308/273,4-6=-308/273 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)0-0-5 to2-11-5,Exterior(2N)2-11-5 to6-11-5, Corner(3R)6-11-5 to9-11-5,Exterior(2N)9-11-5 to13-10-5 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=159,6=156. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V08 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:16 Page: 1 ID:ki?kBivp3O2UZlZP1PbhA2yxp0P-LckYB5ti4PRXE73mX04qFIGDOjoQZkEJVyNFEbyVpqH DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:27.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.26 Horiz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:32 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-8-9ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=-15/11-2-0,(min.0-1-8),3=-15/11-2-0,(min.0-1-8), 4=821/11-2-0,(min.0-1-8) Max Horiz1=-105(LC12) Max Uplift1=-80(LC23),3=-80(LC22),4=-197(LC16) Max Grav1=48(LC17),3=66(LC16),4=930(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-307/347,9-10=-291/373,2-10=-288/449,2-11=-282/449,11-12=-287/373,3-12=-302/347 BOT CHORD 1-4=-360/382,3-4=-360/382 WEBS 2-4=-723/522 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to5-7-5,Corner(3R)5-7-5 to8-7-5,Exterior(2N)8-7-5 to11-2-5 zone; cantilever leftandrightexposed ; end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding80 lbupliftat joint1,80 lbupliftatjoint3and197 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V09 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:16 Page: 1 ID:ki?kBivp3O2UZlZP1PbhA2yxp0P-LckYB5ti4PRXE73mX04qFIG9zjjnZhqJVyNFEbyVpqH DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:23.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor8-6-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=27/8-6-0,(min.0-1-8),3=27/8-6-0,(min.0-1-8),4=548/8-6-0, (min.0-1-8) Max Horiz1=79(LC13) Max Uplift1=-25(LC23),3=-25(LC22),4=-116(LC16) Max Grav1=66(LC35),3=66(LC36),4=619(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-175/266,2-10=-167/266 BOT CHORD 1-4=-226/272,3-4=-226/272 WEBS 2-4=-453/361 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to4-3-5,Corner(3R)4-3-5 to7-3-5,Exterior(2N)7-3-5 to8-6-5 zone; cantilever leftandrightexposed;end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint1,25 lbupliftatjoint3and116 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V10 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:17 Page: 1 ID:ki?kBivp3O2UZlZP1PbhA2yxp0P-poIwPRtKrjZOsHey4kb3oVpNU76LIBETkb7pn1yVpqG DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:20.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:16 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-10-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=45/5-10-0,(min.0-1-8),3=45/5-10-0,(min.0-1-8), 4=323/5-10-0,(min.0-1-8) Max Horiz1=-53(LC12) Max Uplift1=-1(LC16),3=-11(LC17),4=-57(LC16) Max Grav1=82(LC22),3=82(LC23),4=365(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding1lbupliftat joint1,11 lbupliftat joint3and57 lbupliftatjoint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V11 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:17 Page: 1 ID:kC3V48mw7rk3iGthQFjbPyyxq_a-poIwPRtKrjZOsHey4kb3oVpQ678CIB0Tkb7pn1yVpqG DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:19.7 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:7 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-2-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 1=112/3-2-0,(min.0-1-8),3=112/3-2-0,(min.0-1-8) Max Horiz1=-27(LC12) Max Uplift1=-17(LC16),3=-17(LC17) Max Grav1=127(LC22),3=127(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding17 lbupliftat joint1and17 lbupliftat joint3. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V12 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:17 Page: 1 ID:4AtO7sq3yNMLp1leDoJm6?yxq_V-poIwPRtKrjZOsHey4kb3oVpRj79DIC6Tkb7pn1yVpqG DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:26 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-2-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=18/9-2-5,(min.0-1-8),3=18/9-2-5,(min.0-1-8),4=614/9-2-5, (min.0-1-8) Max Horiz1=-86(LC12) Max Uplift1=-40(LC23),3=-40(LC22),4=-135(LC16) Max Grav1=62(LC35),3=62(LC36),4=694(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-219/260,2-9=-204/312,2-10=-197/312,3-10=-212/260 BOT CHORD 1-4=-258/300,3-4=-258/300 WEBS 2-4=-518/402 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to4-7-8,Corner(3R)4-7-8 to7-7-8,Exterior(2N)7-7-8 to9-2-11 zone; cantilever leftandrightexposed ; end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding40 lbupliftat joint1,40 lbupliftatjoint3and135 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V13 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:17 Page: 1 ID:LsgcFW6s6ekyaEm2Eev6reyxpcu-poIwPRtKrjZOsHey4kb3oVpMY75eIAqTkb7pn1yVpqG DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:21.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-6-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS (lb/size) 1=43/6-6-5,(min.0-1-8),3=43/6-6-5,(min.0-1-8),4=377/6-6-5, (min.0-1-8) Max Horiz1=-60(LC12) Max Uplift3=-9(LC17),4=-70(LC16) Max Grav1=86(LC22),3=86(LC23),4=425(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-289/276 NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding9lbupliftat joint3and70 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V14 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:17 Page: 1 ID:XKTvPLG4V7qK5?6VsoeckuyxpbO-poIwPRtKrjZOsHey4kb3oVpPY77mIBnTkb7pn1yVpqG DE Job # 77615-W1 Dansco Engineering, LLC Date: 10/07/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:19 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:9 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-10-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 1=137/3-10-5,(min.0-1-8),3=137/3-10-5,(min.0-1-8) Max Horiz1=-34(LC12) Max Uplift1=-20(LC16),3=-20(LC17) Max Grav1=158(LC22),3=158(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1) Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding20 lbupliftat joint1and20 lbupliftat joint3. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot31 V15 1 12005708-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.WedOct0712:25:17 Page: 1 ID:XKTvPLG4V7qK5?6VsoeckuyxpbO-poIwPRtKrjZOsHey4kb3oVpQH78sIC6Tkb7pn1yVpqG