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HomeMy WebLinkAboutWWC 33 - 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: 2004767-12T 73 truss design(s) 72166-W1 02/05/2020 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# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =4x6 3x5 5 4 1 6 2 7 3 B1 1-0-12 -1-0-12 3-0-0 3-0-0 3-0-0Scale = 1:32.2 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 Vert(LL)0.024-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 withStabilizer Installationguide. REACTIONS (lb/size)3=58/Mechanical,(min.0-1-8),4=28/Mechanical,(min.0-1-8), 5=173/0-6-0,(min.0-1-8) Max Horiz5=118(LC16) Max Uplift3=-94(LC16),4=-19(LC16) Max Grav3=100(LC23),4=53(LC7),5=235(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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to2-11-4 zone; cantilever leftexposed ; end vertical leftexposed;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 tobearingplatecapableofwithstanding94 lbupliftat joint3and19 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 ClayLot33 J01 11 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:11 Page: 1 ID:s3mKpodkCjTiAVhvM1Pdd7zoYRl-MfWM1SrEviy1EfJMLn9OyyCWC41xMo?bTJLnUwzoTAU DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x4 3x5 5 4 1 2 3 B1 1-0-12 -1-0-12 1-8-5 1-8-5 1-8-5 Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.004-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(CT)0.004-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-8-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=20/Mechanical,(min.0-1-8),4=11/Mechanical,(min.0-1-8), 5=140/0-6-0,(min.0-1-8) Max Horiz5=76(LC13) Max Uplift3=-56(LC16),4=-23(LC16) Max Grav3=41(LC30),4=33(LC14),5=207(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=5.0psf;BCDL=5.0psf;h=30ft; 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 tobearingplatecapableofwithstanding23 lbupliftat joint4and56 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 ClayLot33 J02 1 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:11 Page: 1 ID:LXs8ayr0yFk8KG3MQpkrMwzoYRT-MfWM1SrEviy1EfJMLn9OyyCYg433Mo?bTJLnUwzoTAU DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 5.14 12 3x4 3x4 5 9 10 4 1 2 6 7 8 3 B1 1-6-2 -1-6-2 5-7-8 5-7-8 0-0-10 0-0-10 5-6-14 5-7-8 Scale = 1:32.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.48 Vert(LL)0.084-5>850360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.084-5>854240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.09 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:16 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=117/Mechanical,(min.0-1-8),4=53/Mechanical,(min. 0-1-8),5=193/0-10-7,(min.0-1-8) Max Horiz5=88(LC16) Max Uplift3=-106(LC12),4=-8(LC12),5=-118(LC16) Max Grav3=182(LC19),4=100(LC7),5=256(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=5.0psf;BCDL=5.0psf;h=30ft; 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 tobearingplatecapableofwithstanding118 lbupliftat joint5,106lbupliftatjoint3and8 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 lbdownand47 lbupat1-10-5,and83 lbdownand53 lbupat3-4-6 on top chord,and15lbdownand13 lbupat1-10-5,and26 lbdownand29 lbupat3-4-6onbottom 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:9=-5(B),10=1(F) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-7(F=22,B=22),6=-7(F=22,B=22)-to-7=-24(F=13,B=13),7=-24(F=13,B=13)-to-8=-43(F=4,B=4),8=-43(F=4,B=4)-to-3=-71 (F=-10,B=-10),5=0(F=10,B=10)-to-9=-9(F=6,B=6),9=-9(F=6,B=6)-to-10=-17(F=2,B=2),10=-17(F=2,B=2)-to-4=-28(F=-4,B=-4) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 J03 1 12004767-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:12 Page: 1 ID:dqYUFl3uqZbqwUXebSJPGBzoVrw-qs4kEossg04usouZvUgdUAlh8UNk5FFkiz5K1MzoTAT DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 3x4 4 3 1 2 B1 1-9-9 1-9-9 Scale = 1:26.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)0.003-4>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT)0.003-4>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:5 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-9-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=40/Mechanical,(min.0-1-8),3=18/Mechanical,(min.0-1-8), 4=58/0-6-0,(min.0-1-8) Max Horiz4=45(LC13) Max Uplift2=-41(LC16),3=-5(LC13) Max Grav2=53(LC22),3=32(LC7),4=71(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=5.0psf;BCDL=5.0psf;h=30ft; 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding5lbupliftat joint3and41 lbupliftat joint2. 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 ClayLot33 J04 1 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:12 Page: 1 ID:hUf1egv9nnNRQ1xKDNK03zzoYRO-qs4kEossg04usouZvUgdUAlmaUQj5FFkiz5K1MzoTAT DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x6 3x4 5 4 1 2 6 7 3 B1 1-0-12 -1-0-12 4-3-0 4-3-0 4-3-0Scale = 1:35.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)0.054-5>901360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)0.054-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.09 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:15 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=86/Mechanical,(min.0-1-8),4=43/Mechanical,(min.0-1-8), 5=216/0-6-0,(min.0-1-8) Max Horiz5=161(LC16) Max Uplift3=-123(LC16),4=-22(LC16) Max Grav3=150(LC23),4=74(LC7),5=277(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-251/130 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to4-2-4 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)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 tobearingplatecapableofwithstanding123 lbupliftatjoint3and22 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 ClayLot33 J05 21 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:12 Page: 1 ID:yJUEVb2u6yA0WCl3wmEoenzoVmm-qs4kEossg04usouZvUgdUAli2UJr5FFkiz5K1MzoTAT DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 MT18HS3x10 3x5 1.5x4 =4x4 7 65 1 8 2 9 10 43 T2 B1 1-0-12 -1-0-12 0-5-11 4-3-0 3-9-5 3-9-5 0-7-7 4-3-0 3-7-9 3-7-9 0-1-11 Scale = 1:35.1 Plate Offsets(X,Y):[7:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.61 Vert(LL)0.056-7>899360 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)0.056-7>999240 MT20 197/144 TCDL 10.0 RepStress Incr YES WB 0.04 Horz(CT)-0.12 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals,and2-0-0ocpurlins:3-4. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=66/Mechanical,(min.0-1-8),5=72/Mechanical,(min.0-1-8), 7=214/0-6-0,(min.0-1-8) Max Horiz7=144(LC16) Max Uplift4=-35(LC16),5=-84(LC16) Max Grav4=94(LC7),5=135(LC38),7=373(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-324/126 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to3-9-5,Exterior(2E)3-9-5to4-2-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C for membersand 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)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding35 lbupliftat joint4and84 lbupliftat joint5. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 J06 1 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:13 Page: 1 ID:rdncUaWj9dzd32fM8lwiAozoVmA-I2e6S8sVQKClUyTlSBCs1NHqpuhtqhruwdqtZpzoTAS DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 4x4 3x5 1.5x4 =4x4 7 6 5 1 8 2 9 43 T2 B1 1-0-12 -1-0-12 1-8-2 4-3-0 2-6-14 2-6-14 1-9-14 4-3-0 2-5-2 2-5-2 0-1-11 Scale = 1:32 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)0.056-7>998360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.27 Vert(CT)0.046-7>999240 TCDL 10.0 RepStress Incr YES WB 0.03 Horz(CT)-0.11 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:17 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals,and2-0-0ocpurlins:3-4. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=87/Mechanical,(min.0-1-8),5=60/Mechanical,(min.0-1-8), 7=217/0-6-0,(min.0-1-8) Max Horiz7=101(LC16) Max Uplift4=-45(LC13),5=-27(LC16),7=-28(LC16) Max Grav4=120(LC37),5=68(LC38),7=353(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-290/141 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to2-6-14,Exterior(2E)2-6-14 to4-2-4 zone;cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C for membersand 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)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding28 lbupliftat joint7,45 lbupliftatjoint4and27 lbupliftat joint5. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 J07 1 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:13 Page: 1 ID:4Mq?NfdN1O5LfQr5A8aq2hzoVm1-I2e6S8sVQKClUyTlSBCs1NHtqujyqh1uwdqtZpzoTAS DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 3x4 1.5x4 =4x4 7 6 95 1 2 483 T2 B1 1-0-12 -1-0-12 1-4-8 1-4-8 2-10-8 4-3-0 1-2-12 1-2-12 3-0-4 4-3-0 0-1-11 Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.035-6>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)-0.035-6>999240 TCDL 10.0 RepStress Incr NO WB 0.03 Horz(CT)-0.06 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals,and2-0-0ocpurlins:3-4. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=96/Mechanical,(min.0-1-8),5=48/Mechanical,(min.0-1-8), 7=201/0-6-0,(min.0-1-8) Max Horiz7=67(LC9) Max Uplift4=-80(LC9),5=-25(LC9),7=-120(LC12) Max Grav4=152(LC33),5=72(LC7),7=290(LC34) 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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end vertical leftandrightexposed;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)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding120 lbupliftatjoint7,80 lbupliftat joint4and25 lbupliftat joint5. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)72 lbdownand141lbupat1-4-8,and26 lbdownand42 lbupat3-5-12 on top chord,and24lbdownand51 lbupat1-4-8,and16 lbdownand12 lbupat3-5-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is the responsibilityofothers. 13)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=-51,2-3=-51,3-4=-61,5-7=-20 ConcentratedLoads(lb) Vert:3=28(F),6=4(F),9=-1(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 J08 1 12004767-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:14 Page: 1 ID:OKvDFxxkNuqtDAg23X1NygzoVkK-I2e6S8sVQKClUyTlSBCs1NHv8uk?qh6uwdqtZpzoTAS DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 5.14 12 3x4 3x4 5 4 1 2 3 B1 2-0-13 -2-0-13 2-6-6 2-6-6 0-0-10 0-0-10 2-5-12 2-6-6 Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)0.004-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)0.004-5>999240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=-13/Mechanical,(min.0-1-8),4=-5/Mechanical,(min. 0-1-8),5=185/0-10-7,(min.0-1-8) Max Horiz5=72(LC11) Max Uplift3=-55(LC16),4=-15(LC18),5=-83(LC8) Max Grav3=29(LC8),4=26(LC7),5=297(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-272/91 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; 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 tobearingplatecapableofwithstanding83 lbupliftat joint5,55 lbupliftatjoint3and15 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)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 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-32(F=9,B=9),5=0(F=10,B=10)-to-4=-13(F=4,B=4) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 J09 1 12004767-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:14 Page: 1 ID:V0crGxUvJC2GgLnkqYMTQfzoVkw-nECUfUt7BdKc662x0vj5abq1yI6OZ8l19HaR5FzoTAR DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 3x4 5 4 1 2 6 3 B1 1-7-12 -1-7-12 2-6-8 2-6-8 2-6-8 Scale = 1:28 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.004-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)0.004-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=32/Mechanical,(min.0-1-8),4=16/Mechanical,(min.0-1-8), 5=209/0-6-0,(min.0-1-8) Max Horiz5=71(LC13) Max Uplift3=-45(LC16),4=-2(LC16),5=-52(LC16) Max Grav3=48(LC23),4=41(LC7),5=304(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-270/209 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-7-12 to1-4-4, Interior(1)1-4-4 to2-5-12 zone; cantileverleftandrightexposed ; endvertical 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 tobearingplatecapableofwithstanding52 lbupliftat joint5,45 lbupliftatjoint3and2 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 ClayLot33 J10 2 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:14 Page: 1 ID:8nHXfQD6VSGO1y5WYwyJX0zoVlG-nECUfUt7BdKc662x0vj5abq4aI6eZ8l19HaR5FzoTAR DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 3x4 5 4 1 2 6 3 B1 1-5-12 -1-5-12 2-8-8 2-8-8 2-8-8 1-2-6 Scale = 1:28 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.014-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=42/Mechanical,(min.0-1-8),4=20/Mechanical,(min.0-1-8), 5=198/0-4-0,(min.0-1-8) Max Horiz5=70(LC13) Max Uplift3=-50(LC16),4=-24(LC13),5=-47(LC16) Max Grav3=63(LC23),4=45(LC7),5=287(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-255/191 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to2-7-12 zone; cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;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 tobearingplatecapableofwithstanding47 lbupliftat joint5,50 lbupliftatjoint3and24 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 ClayLot33 J11 4 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:14 Page: 1 ID:lNppZuqXAJ1WUOm4rMrVQ3zoVjB-nECUfUt7BdKc662x0vj5abq4wI6nZ8l19HaR5FzoTAR DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 4.24 12 3x4 3x4 5 4 1 2 3 B1 2-1-2 -2-1-2 3-8-7 3-8-7 3-8-7 1-2-6 Scale = 1:27.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)0.014-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:12 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=30/Mechanical,(min.0-1-8),4=11/Mechanical,(min.0-1-8), 5=190/0-5-5,(min.0-1-8) Max Horiz5=71(LC11) Max Uplift3=-57(LC10),4=-24(LC11),5=-164(LC8) Max Grav3=58(LC19),4=49(LC7),5=305(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-281/128 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding164 lbupliftatjoint5,57 lbupliftat joint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)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 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-47(F=2,B=2),5=0(F=10,B=10)-to-4=-19(F=1,B=1) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 J12 1 12004767-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:15 Page: 1 ID:aoiVOm6ymNwFlx0UhhlurwzoViq-FRlssqulyxSTjGc8acEK6oNCbhQKIb?AOxJ_dhzoTAQ DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 3x4 5 4 1 2 6 3 B1 1-5-12 -1-5-12 2-10-0 2-10-0 2-10-0 1-2-6 Scale = 1:28.2 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.014-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-10-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=46/Mechanical,(min.0-1-8),4=21/Mechanical,(min.0-1-8), 5=201/0-4-0,(min.0-1-8) Max Horiz5=72(LC13) Max Uplift3=-53(LC16),4=-24(LC13),5=-47(LC16) Max Grav3=69(LC23),4=47(LC7),5=292(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-260/192 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to2-9-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;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 tobearingplatecapableofwithstanding47 lbupliftat joint5,53 lbupliftatjoint3and24 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 ClayLot33 J13 4 12004767-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:15 Page: 1 ID:2FoJAvKFWvBiviOykT46ajzoViY-FRlssqulyxSTjGc8acEK6oNFdhRvIb?AOxJ_dhzoTAQ DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 4.24 12 3x4 3x4 5 4 1 6 2 3 B1 2-1-2 -2-1-2 3-10-9 3-10-9 3-10-9 1-2-6 Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)0.024-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=37/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8), 5=193/0-5-5,(min.0-1-8) Max Horiz5=72(LC11) Max Uplift3=-57(LC10),4=-24(LC11),5=-164(LC8) Max Grav3=70(LC19),4=53(LC7),5=294(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-272/128 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding164 lbupliftatjoint5,57 lbupliftat joint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)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 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-49(F=1,B=1),5=0(F=10,B=10)-to-4=-19(F=0,B=0) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 J14 1 12004767-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:15 Page: 1 ID:?vSV9PYA2la?hcLcLywarjzoViF-FRlssqulyxSTjGc8acEK6oNDFhQIIb?AOxJ_dhzoTAQ DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =3x4 =3x4 1.5x4 1.5x4 =3x4 =3x4 71 8 2 6 4 1716 53 T2 B1 0-11-1 10-4-8 0-11-1 0-11-1 1-6-3 9-5-7 1-6-3 2-5-4 5-6-0 7-11-4 8-6-6 0-4-3 0-1-15 Scale = 1:24.7 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.0013n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:23 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings8-6-6. (lb)-Max Horiz2=18(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)8,2, 6 Max GravAllreactions250(lb)or lessat joint(s)2,6except8=415(LC 40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-257/211,5-6=-257/211 WEBS 4-8=-319/243 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-4-3 to2-5-12, Corner(3R)2-5-12 to5-2-12,Exterior(2N)5-2-12 to7-11-12,Corner(3E)7-11-12 to10-1-5zone; cantileverleftandrightexposed ; endvertical 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=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)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)2,6,8,2,6. 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. 14)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 P01 1 12004767-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:15 Page: 1 ID:G9LRR3KRtQZNHzxpqG2VADzoVef-FRlssqulyxSTjGc8acEK6oNHChQVIaqAOxJ_dhzoTAQ DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =3x4 3x6 3x5 =4x4 1.5x4 3x6 3x5 =3x4 900.00 lb 0.00 lb/ft to20.00 lb/ft 711918 10 9 8 2 6 3 5 4 B1 0-11-1 0-11-1 0-11-1 10-4-8 4-3-3 5-2-4 4-3-3 9-5-7 8-6-6 0-4-3 Scale =1:28.2 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr NO WB 0.32 Horz(CT)0.006n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:27 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS Allbearings8-6-6. (lb)-MaxHoriz2=45(LC16) MaxUpliftAlluplift100(lb)or lessat joint(s)10,2,6except8=-372(LC 17) MaxGravAllreactions250(lb)or lessat joint(s)9,2,6except8=1220 (LC2),10=255(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 5-8=-1153/1022 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-4-3 to3-2-12,Exterior(2N)3-2-12 to5-2-12,Corner(3R)5-2-12 to8-2-12,Exterior(2N)8-2-12 to10-1-5 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 7)Gablerequires continuousbottomchordbearing. 8)Gablestuds spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,6,10,2,6except(jt=lb)8=372. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. 13)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1017lbdownand822 lbupat7-4-12on top chord.Thedesign/selection of suchconnectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-5=-51,11-15=-20 ConcentratedLoads(lb) Vert:5=-900 TrapezoidalLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 P02 12 12004767-12T Piggyback JobReference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc.TueFeb0417:19:16 Page: 1 ID:uJrZPfqf4JxzPvSzZDqQ84zoVgb-jdJF4AvNjFaKLQBK8KlZf0vTS5ot1_KKcb3YA8zoTAP Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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:5=-50-to-16=-61,16=-61-to-6=-65,6=-65-to-19=-67,19=-67-to-7=-69 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 P02 12 12004767-12T Piggyback Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:16 Page: 2 ID:uJrZPfqf4JxzPvSzZDqQ84zoVgb-jdJF4AvNjFaKLQBK8KlZf0vTS5ot1_KKcb3YA8zoTAP DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =4x4 =3x4 1.5x4 1.5x4 =3x4 =4x4 71 8 2 6 1716 43 5 T2 B1 0-11-0 5-7-12 0-11-1 10-4-8 0-11-1 0-11-1 3-9-11 4-8-12 3-9-11 9-5-7 8-6-6 0-4-3 0-1-15 Scale = 1:27.5 Plate Offsets(X,Y):[2:0-2-0,Edge], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.00 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:25 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings8-6-6. (lb)-Max Horiz2=39(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)8,2, 6 Max GravAllreactions250(lb)or lessat joint(s)except8=366(LC41), 2=303(LC41),6=303(LC41) 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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to4-9-4,Corner(3E)4-9-4 to5-8-4, Corner(3R)5-8-4 to8-11-7,Exterior(2N)8-11-7 to10-1-5zone; cantileverleftandright exposed ; end verticalleftandrightexposed;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)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)2,6,8,2,6. 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. 14)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 P03 1 12004767-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:17 Page: 1 ID:vw07pX3e3foVeaFaXefLHazoVf?-jdJF4AvNjFaKLQBK8KlZf0vR85iO12XKcb3YA8zoTAP DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x5 6x8 1.5x4 =4x4 =6x8 1.5x4 =3x5 6x8 10 9 8 71 62 53 1411 1312 4 B1 B1 1-0-12 20-10-12 1-0-12 -1-0-12 4-9-12 14-8-12 4-9-12 9-11-0 5-1-4 19-10-0 5-1-4 5-1-4 9-11-0 19-10-0 9-11-0 9-11-0Scale = 1:50.9 Plate Offsets(X,Y):[2:0-1-13,0-2-0], [6:0-1-13,0-2-0],[9:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.84 Vert(LL)-0.179-10>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.67 Vert(CT)-0.369-10>652240 TCDL 10.0 RepStress Incr YES WB 0.22 Horz(CT)0.02 8n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:86 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=751/0-6-0,(min.0-1-8),10=751/0-6-0,(min.0-1-8) Max Horiz10=-298(LC14) Max Uplift8=-168(LC17),10=-168(LC16) Max Grav8=852(LC2),10=852(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-815/209,3-11=-605/208,11-12=-551/212,4-12=-546/231,4-13=-546/231,13-14=-551/212,5-14=-605/208, 5-6=-815/209,2-10=-744/243,6-8=-744/243 BOT CHORD 9-10=-146/614,8-9=-46/505 WEBS 4-9=-147/437,5-9=-198/252,3-9=-198/251 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to9-11-0,Exterior(2R)9-11-0 to12-11-0, Interior(1)12-11-0 to20-10-12 zone; cantilever leftandrightexposed ; end vertical 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 tobearingplatecapableofwithstanding168 lbupliftatjoint10and168lbupliftat joint8. 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 ClayLot33 T01 2 12004767-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:17 Page: 1 ID:KsKOHd8rLit?B6zUh7E_r8zoVdd-BptdHWw?UYiBzamWh1GoBDSSGV_bmS_TrFo5iazoTAO DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 3x5 =3x4 =4x4 3x4 3x5 24 23 22 21 20 19 18 17 16 15 14 131 27 28 2 12 3 11 25 29 26 4 10 5 93130 6 8 7 B1 B1 ST5 ST5 1-0-12 -1-0-12 1-0-12 20-10-12 9-11-0 19-10-0 9-11-0 9-11-0 19-10-0Scale = 1:49.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.34 Horz(CT)0.0114n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:117 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing,Except: 10-0-0ocbracing:18-20. JOINTS 1Braceat Jt(s):25,26 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings19-10-0. (lb)-Max Horiz24=-296(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)16,22except14=-115(LC 13),15=-274(LC17),17=-158(LC17),21=-157(LC16), 23=-278(LC16),24=-129(LC12) Max GravAllreactions250(lb)or lessat joint(s)15,16,17,21,22except 14=275(LC30),18=303(LC24),20=303(LC23),23=254(LC 14),24=286(LC31) 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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-1-0-12 to1-11-0,Exterior(2N)1-11-0 to9-11-0, Corner(3R)9-11-0 to12-11-0,Exterior(2N)12-11-0 to20-10-12zone; cantileverleftandrightexposed ; endvertical 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)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat3-9-8oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)22,16except(jt=lb)24=129,14=114,21=157,23=277, 17=158,15=273. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand10012 from leftendand10012 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideat leastone tieplate betweeneachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T01GE 1 12004767-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:17 Page: 1 ID:PAUvY3ADnJ2ALwpnXPFNfZzoVb?-BptdHWw?UYiBzamWh1GoBDSbeV6NmQFTrFo5iazoTAO DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x5 6x8 1.5x4 =4x4 =5x8 1.5x4 6x8 =3x5 9 8 7 1 2 6 3 5 1310 1211 4 B1 B1 1-0-12 -1-0-12 4-9-12 14-8-12 4-9-12 9-11-0 5-1-4 19-10-0 5-1-4 5-1-4 9-11-0 19-10-0 9-11-0 9-11-0Scale = 1:50.9 Plate Offsets(X,Y):[2:0-1-13,0-2-0], [6:0-1-13,0-2-0],[8:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.83 Vert(LL)-0.188-9>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.65 Vert(CT)-0.388-9>607240 TCDL 10.0 RepStress Incr YES WB 0.22 Horz(CT)0.02 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:84 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=684/0-6-0,(min.0-1-8),9=754/0-6-0,(min.0-1-8) Max Horiz9=288(LC13) Max Uplift7=-134(LC17),9=-167(LC16) Max Grav7=772(LC2),9=855(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-815/208,3-10=-606/207,10-11=-551/211,4-11=-546/230,4-12=-546/229,12-13=-551/210,5-13=-606/206, 5-6=-816/207,2-9=-744/242,6-7=-655/183 BOT CHORD 8-9=-165/600,7-8=-105/516 WEBS 4-8=-145/436,5-8=-212/252,3-8=-199/252 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to9-11-0,Exterior(2R)9-11-0 to12-11-0, Interior(1)12-11-0 to19-7-4zone; cantileverleftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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 tobearingplatecapableofwithstanding167 lbupliftatjoint9and134 lbupliftat joint7. 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 ClayLot33 T02 8 12004767-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:18 Page: 1 ID:QGbcpJ_tmCcWVN0rWhTKPvzoVZx-f?R?VswdFsq2ajLjFln1kR?e6vK4VvHd4vYeE0zoTAN DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x4 3x5 1.5x4 =4x4 =6x8 3x5 3x4 8 7 6 1 2 9 3 10 11 5 4 B1 1-0-12 -1-0-12 4-9-12 9-11-0 5-1-4 5-1-4 1-1-0 11-0-0 1-1-0 11-0-0 9-11-0 9-11-0Scale = 1:50.9 Plate Offsets(X,Y):[2:0-1-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)-0.207-8>636360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.63 Vert(CT)-0.407-8>320240 TCDL 10.0 RepStress Incr YES WB 0.33 Horz(CT)0.00 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:70 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 5-6,4-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=372/Mechanical,(min.0-1-8),8=446/0-6-0,(min.0-1-8) Max Horiz8=344(LC16) Max Uplift6=-257(LC16) Max Grav6=464(LC30),8=507(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-412/101,2-9=-373/0,3-9=-276/0,5-6=-646/249 BOT CHORD 7-8=-250/256 WEBS 5-7=-246/587,3-7=-278/323 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to9-11-0,Exterior(2E)9-11-0 to10-10-4 zone; cantilever leftexposed;endvertical leftexposed;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)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding257 lbupliftatjoint6. 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 ClayLot33 T03 5 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:18 Page: 1 ID:V2hGx8cwCNVWazGcMqtlrAzoVXr-f?R?VswdFsq2ajLjFln1kR?lsvLNVtYd4vYeE0zoTAN DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x4 4x6 1.5x4 3x5 3x4 =6x6 7 6 5 1 2 8 3 9 10 4 B1 1-0-12 -1-0-12 5-2-5 10-8-2 5-5-13 5-5-13 0-3-14 11-0-0 5-5-13 5-5-13 5-6-3 11-0-0Scale = 1:52.8 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [4:0-2-0,0-1-1] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)-0.045-6>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.075-6>999240 TCDL 10.0 RepStress Incr YES WB 0.41 Horz(CT)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:57 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W3:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-5 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=376/0-6-0,(min.0-1-8),7=444/0-6-0,(min.0-1-8) Max Horiz7=398(LC16) Max Uplift5=-319(LC16) Max Grav5=488(LC30),7=505(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-436/45,2-8=-408/0,3-8=-320/0 BOT CHORD 6-7=-245/277,5-6=-245/277 WEBS 3-5=-393/352 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to10-10-4 zone; cantilever leftexposed ; end vertical leftexposed;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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding319 lbupliftatjoint5. 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 ClayLot33 T04 1 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:18 Page: 1 ID:wKegFIiRSXIzrY_s?fTJMfzoVV8-f?R?VswdFsq2ajLjFln1kR?idvQBVsJd4vYeE0zoTAN DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x4 4x6 1.5x4 3x5 =6x6 3x4 7 6 5 1 2 8 3 9 10 4 B1 1-0-12 -1-0-12 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5-6-0 11-0-0Scale = 1:53.7 Plate Offsets(X,Y):[2:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)-0.045-6>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.075-6>999240 TCDL 10.0 RepStress Incr YES WB 0.41 Horz(CT)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:58 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W3:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-5 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=376/0-6-0,(min.0-1-8),7=444/0-6-0,(min.0-1-8) Max Horiz7=398(LC16) Max Uplift5=-319(LC16) Max Grav5=488(LC30),7=505(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-436/46,2-8=-407/0,3-8=-320/0 BOT CHORD 6-7=-245/276,5-6=-245/276 WEBS 3-5=-394/352 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to10-10-4 zone; cantilever leftexposed ; end vertical leftexposed;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)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding319 lbupliftatjoint5. 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 ClayLot33 T05 2 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:18 Page: 1 ID:igizdTQSZfjbQd?ByZ19F5zoVUD-f?R?VswdFsq2ajLjFln1kR?icvQCVsId4vYeE0zoTAN DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 =3x4 4x8 1.5x4 =4x4 =5x8 1.5x4 =3x4 4x8 10 9 8 71 62 53 11 14 12 13 4 B1 B1 1-0-12 17-8-12 1-0-12 -1-0-12 4-0-4 8-4-0 4-0-4 12-4-4 4-3-12 16-8-0 4-3-12 4-3-12 8-4-0 16-8-0 8-4-0 8-4-0 Scale = 1:46.8 Plate Offsets(X,Y):[2:0-1-5,0-1-8], [6:0-1-5,0-1-8], [9:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.67 Vert(LL)-0.099-10>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.199-10>999240 TCDL 10.0 RepStress Incr YES WB 0.15 Horz(CT)0.01 8n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:73 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=639/0-6-0,(min.0-1-8),10=639/0-6-0,(min.0-1-8) Max Horiz10=-263(LC14) Max Uplift8=-145(LC17),10=-145(LC16) Max Grav8=726(LC2),10=726(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-658/185,3-11=-486/183,11-12=-459/187,4-12=-441/206,4-13=-441/206,13-14=-459/187,5-14=-486/182, 5-6=-658/185,2-10=-631/226,6-8=-631/226 BOT CHORD 9-10=-121/494,8-9=-37/395 WEBS 4-9=-132/342 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to8-4-0,Exterior(2R)8-4-0 to11-4-0, Interior(1)11-4-0 to17-8-12 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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 tobearingplatecapableofwithstanding145 lbupliftatjoint10and145lbupliftat joint8. 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 ClayLot33 T06 1 12004767-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:19 Page: 1 ID:Elg0_xcUoakJK4DGuwJvuTzoVTz-7C?NiCxG0AzvCtwvpSIGHeXrJJkWENhmJZHCnTzoTAM DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 3x4 =3x4 3x4 3x4 3x4 24 23 2221 20 19 18 17 16 15 14 131 122 113 2825 104 2726 95 86 7 B1 B2 1-0-12 17-8-12 1-0-12 -1-0-12 8-4-0 8-4-0 8-4-0 16-8-0 16-8-0Scale = 1:45.9 Plate Offsets(X,Y):[7:0-3-5,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.18 Horz(CT)0.0014n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:90 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 withStabilizer Installationguide.REACTIONS Allbearings16-8-0. (lb)-Max Horiz24=-260(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)16,21except14=-152(LC 13),15=-227(LC17),17=-150(LC17),20=-150(LC16), 23=-233(LC16),24=-173(LC12) Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,21,24except23=256(LC14) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 5-6=-138/302,8-9=-138/302 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-1-0-12 to1-11-4,Exterior(2N)1-11-4 to8-4-0, Corner(3R)8-4-0 to11-4-0,Exterior(2N)11-4-0 to17-8-12 zone; cantilever leftandrightexposed ; end verticalleft 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)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)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)21,16except(jt=lb)24=173,14=152,20=149,23=233, 17=150,15=227. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand10012 from leftendand10012 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideat leastone tieplate betweeneachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T06GE 1 12004767-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:19 Page: 1 ID:7tYggNhJrwyhWlXNc6Qn?EzoVSa-7C?NiCxG0AzvCtwvpSIGHeXyBJpfENDmJZHCnTzoTAM DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 4x8 =3x5 =3x5 1.5x4 =4x4 =3x8 1.5x4 =3x5 4x8 10 9 8 7 6 51 2 4 1411 1312 3 B1 B2 1-0-12 17-8-12 4-3-12 4-3-12 4-0-4 12-4-4 4-0-4 8-4-0 4-3-12 16-8-0 8-4-0 16-8-0 8-4-0 8-4-0 Scale = 1:46.8 Plate Offsets(X,Y):[1:0-1-5,0-1-8], [5:0-1-5,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.67 Vert(LL)-0.107-8>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.207-8>956240 TCDL 10.0 RepStress Incr YES WB 0.14 Horz(CT)0.01 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=642/0-6-0,(min.0-1-8),10=571/0-6-0,(min.0-1-8) Max Horiz10=-253(LC12) Max Uplift7=-144(LC17),10=-111(LC16) Max Grav7=729(LC2),10=645(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-660/183,2-11=-487/180,11-12=-460/185,3-12=-442/204,3-13=-442/205,13-14=-460/186,4-14=-487/181, 4-5=-659/184,1-10=-543/164,5-7=-632/225 BOT CHORD 9-10=-119/504,8-9=-119/504,7-8=-36/396 WEBS 3-8=-129/340 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-2-12 to3-2-12, Interior(1)3-2-12 to8-4-0,Exterior(2R)8-4-0 to11-4-0, Interior(1)11-4-0 to17-8-12 zone; 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 tobearingplatecapableofwithstanding111 lbupliftat joint10and144lbupliftatjoint7. 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 ClayLot33 T07 4 12004767-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:19 Page: 1 ID:n?sUuvSq?HulaRrUor2Y2WzoVRb-7C?NiCxG0AzvCtwvpSIGHeXrOJj7ENkmJZHCnTzoTAM DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 MT18HS5x12 6x8 =8x8 3x10 =6x6 4x8 =10x10 3x10 =8x8 6x8 MT18HS5x12 12 15 11 1610 9 17 8 7 6 1 5 2 41413 3 B1 B2 1-0-12 17-8-12 0-2-12 16-8-0 4-1-12 16-5-4 3-11-8 8-4-0 3-11-8 12-3-8 4-4-8 4-4-8 3-11-8 12-3-8 3-11-8 8-4-0 4-4-8 16-8-0 4-4-8 4-4-8Scale =1:47.8 Plate Offsets(X,Y):[8:0-3-8,0-4-12], [11:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.50 Vert(LL)-0.098-9>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.168-9>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.92 Horz(CT)0.027n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:219 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W5,W2:2x4SPF No.2,W1:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-1-6ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)7=6985/0-6-0,(min.0-2-15),12=7743/0-6-0,(min.0-3-4) MaxHoriz12=-249(LC8) MaxUplift7=-2363(LC13),12=-1780(LC12) MaxGrav7=7023(LC20),12=7782(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-7928/1888,2-13=-6169/1696,3-13=-6167/1721,3-14=-6162/1719,4-14=-6164/1694,4-5=-7979/2685, 1-12=-6650/1585,5-7=-6876/2311 BOTCHORD 12-15=-355/749,11-15=-355/749,11-16=-1433/6031,10-16=-1433/6031,9-10=-1433/6031,9-17=-1962/6059, 8-17=-1962/6059,7-8=-164/378 WEBS 3-9=-2074/7518,4-9=-2127/1372,4-8=-1583/2592,2-9=-2081/437,2-11=-356/2506,1-11=-1266/5496,5-8=-1901/5918 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-6-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-2rows 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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1780 lbupliftat joint12and2363 lbupliftat joint7. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)2027lbdownand382 lbupat2-2-12,2058 lbdownand395 lbupat 4-2-12,1981lbdownand364lbupat6-2-12,1933 lbdownand328 lbupat8-2-12,and1933 lbdownand371 lbupat10-2-12,and3627lbdownand2108lbupat 12-3-8onbottomchord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T08 1 22004767-12T CommonGirder JobReference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc.TueFeb0417:19:20 Page: 1 ID:yGDO198VQw02begO6Ta4YmzoTiy-bOZlwXyunT5mq1V5NAqVps43pi3wzeqwXD1lJvzoTAL Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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:1-3=-51,3-5=-51,5-6=-51,7-12=-20 ConcentratedLoads(lb) Vert:9=-1914(B),8=-3627(B),11=-2058(B),15=-2027(B),16=-1981(B),17=-1907(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T08 1 22004767-12T CommonGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:20 Page: 2 ID:yGDO198VQw02begO6Ta4YmzoTiy-bOZlwXyunT5mq1V5NAqVps43pi3wzeqwXD1lJvzoTAL DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x6 5x6 =6x6 =6x6 =4x10 1.5x4 =4x6 1.5x4 =3x8 =3x5 =3x4 =4x4 =6x6 3x4 14 13 24 251226 11 271028 29 9 30 31 8 1 3171819 20421 5 6 22 23 716152 T2 T3 B1 B2 5-4-14 21-5-10 5-4-14 16-0-12 5-4-14 10-7-14 5-3-0 5-3-0 5-8-6 27-2-0 5-1-4 5-1-4 5-4-14 21-5-10 5-4-14 16-0-12 5-6-10 10-7-14 5-8-6 27-2-0 0-1-15 Scale=1:48.9 PlateOffsets(X,Y):[1:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.87 Vert(LL)0.2510-12>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(CT)-0.3310-12>989240 TCDL 10.0 RepStress Incr NO WB 0.92 Horz(CT)0.098n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:115 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-4-13ocpurlins, exceptend verticals,and2-0-0ocpurlins(2-6-11max.):2-7. BOT CHORD Rigid ceilingdirectlyappliedor4-5-10ocbracing. WEBS 1Rowatmidpt 6-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1410/0-6-0,(min.0-2-8),14=1362/0-6-0,(min.0-2-3) Max Horiz14=88(LC12) Max Uplift8=-879(LC9),14=-744(LC9) Max Grav8=1583(LC32),14=1384(LC32) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-2083/1199,2-15=-3010/1754,15-16=-3010/1755,3-16=-3014/1755,3-17=-3010/1753,17-18=-3010/1753, 18-19=-3010/1753,19-20=-3010/1753,4-20=-3010/1753,4-21=-2120/1216,5-21=-2120/1216,5-6=-2120/1216, 1-14=-1335/765 BOTCHORD 13-24=-1108/1857,24-25=-1108/1857,12-25=-1108/1857,12-26=-1755/3047,11-26=-1755/3047,11-27=-1755/3047, 10-27=-1755/3047,10-28=-1755/3047,28-29=-1755/3047,9-29=-1755/3047,9-30=-1216/2120,30-31=-1216/2120, 8-31=-1216/2120 WEBS 2-12=-786/1375,3-12=-584/394,4-9=-1100/639,6-9=-364/736,6-8=-2451/1407,1-13=-1049/1805 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;cantilever left exposed ; endvertical leftexposed;Lumber DOL=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=1.15PlateDOL=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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding879 lbupliftat joint8and744lbupliftat joint14. 8)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)224 lbdownand213 lbupat5-3-0,100lbdownand94lbupat7-2-12, 100 lbdownand94lbupat9-2-12,100 lbdownand94 lbupat11-2-12,100lbdownand94 lbupat13-2-12,100 lbdownand94 lbupat15-2-12,100lbdownand94 lb upat17-2-12,100lbdownand94 lbupat19-2-12,100 lbdownand94 lbupat21-2-12,and100lbdownand94lbupat23-2-12,and100 lbdownand94 lbupat 25-2-12on top chord,and82 lbdownand65lbupat5-3-0,33 lbdownand32 lbupat7-2-12,33lbdownand32 lbupat9-2-12,33 lbdownand32lbupat11-2-12,33 lb downand32lbupat13-2-12,33 lbdownand32 lbupat15-2-12,33 lbdownand32lbupat17-2-12,33 lbdownand32 lbupat19-2-12,33 lbdownand32lbupat 21-2-12,and33 lbdownand32 lbupat23-2-12,and33 lbdownand32 lbupat25-2-12onbottomchord.Thedesign/selectionof such connectiondevice(s) is the responsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T09 1 12004767-12T HalfHip Girder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:21 Page: 1 ID:0GykvczotUJfE2dlpNJeIbzoVQw-bOZlwXyunT5mq1V5NAqVps4z0iz7zeuwXD1lJvzoTAL Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-7=-61,8-14=-20 ConcentratedLoads(lb) Vert:2=-118(F),5=-39(F),11=-11(F),13=-32(F),9=-11(F),6=-39(F),15=-39(F),16=-39(F),17=-39(F),19=-39(F),20=-39(F),21=-39(F),22=-39(F), 23=-39(F),24=-11(F),25=-11(F),26=-11(F),27=-11(F),28=-11(F),29=-11(F),30=-11(F),31=-11(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T09 1 12004767-12T HalfHipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:21 Page: 2 ID:0GykvczotUJfE2dlpNJeIbzoVQw-bOZlwXyunT5mq1V5NAqVps4z0iz7zeuwXD1lJvzoTAL DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 =3x8 4x4 =3x4 =6x6 =3x4 =3x4 =3x4 =6x8 1.5x4 =3x8 =3x8 3x4 13 12 11 10 9 8 1 14 15 2 417 5 6 7163 T2 T3 B1 B2 4-1-12 8-7-0 4-5-4 4-5-4 6-0-9 14-7-9 6-2-5 20-9-15 6-4-1 27-2-0 6-2-5 14-7-9 6-2-5 20-9-15 6-4-1 27-2-0 8-5-4 8-5-4 0-1-15 Scale =1:48.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.62 Vert(LL)-0.1312-13>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.59 Vert(CT)-0.2712-13>999240 TCDL 10.0 RepStress Incr YES WB 0.81 Horz(CT)0.058n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:124 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-7-1ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-6-8max.):3-7. BOT CHORD Rigid ceilingdirectlyappliedor8-7-1ocbracing. WEBS 1Rowatmidpt 7-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1073/0-6-0,(min.0-2-2),13=1015/0-6-0,(min.0-1-11) MaxHoriz13=217(LC15) MaxUplift8=-300(LC13),13=-176(LC16) Max Grav8=1367(LC36),13=1076(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1545/322,3-16=-1764/365,4-16=-1767/364,4-17=-1325/297,5-17=-1325/297,5-6=-1325/297,6-7=-1325/297, 7-8=-1309/321 BOTCHORD 12-13=-459/1213,11-12=-375/1374,10-11=-375/1374,9-10=-451/1764 WEBS 3-12=-12/251,3-10=-170/513,7-9=-374/1688,2-13=-1374/303,4-9=-569/147,5-9=-581/220 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to8-7-0,Exterior(2R)8-7-0to12-9-15, Interior(1)12-9-15 to27-0-4 zone; cantileverleftandrightexposed ; 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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding300 lbupliftatjoint8and176 lbupliftat joint13. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T10 1 12004767-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:22 Page: 1 ID:blTKdLH61t98xlrAg8i7jfzoVLM-YngWKDz8J5LT3LfUUaszuH9MSWi?Ra7C?XWsNnzoTAJ DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 5x6 =4x4 3x4 =3x4 =6x6 =3x4 1.5x4 =5x8 =3x8 3x4 11 10 9 8 7 6 1 12 13 2 14 4 17 516153 T2 B1 B2 5-11-8 5-11-8 5-11-8 11-11-0 7-5-12 19-4-12 7-9-4 27-2-0 5-9-12 11-9-4 5-11-8 5-11-8 7-7-8 19-4-12 7-9-4 27-2-0 0-1-15 Scale =1:48.9 Plate Offsets(X,Y):[1:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.83 Vert(LL)-0.096-7>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.56 Vert(CT)-0.196-7>999240 TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.036n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:128 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-10ocpurlins, exceptend verticals,and2-0-0ocpurlins(5-4-1max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor8-5-0ocbracing. WEBS 1Rowatmidpt 5-6,3-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=1060/0-6-0,(min.0-2-0),11=994/0-6-0,(min.0-1-14) MaxHoriz11=289(LC15) MaxUplift6=-295(LC13),11=-206(LC16) Max Grav6=1294(LC36),11=1197(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-12=-1652/292,12-13=-1535/294,2-13=-1448/307,2-14=-1275/293,3-14=-1190/317,3-15=-1091/293, 15-16=-1094/293,4-16=-1095/293,4-17=-1091/292,5-17=-1091/292,5-6=-1226/321,1-11=-1137/238 BOTCHORD 10-11=-373/354,9-10=-493/1389,8-9=-373/1091,7-8=-373/1091 WEBS 3-9=-47/399,3-7=-340/112,4-7=-787/295,5-7=-338/1431,2-9=-468/201,1-10=-186/1251 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to11-11-0,Exterior(2R)11-11-0 to16-1-15, Interior(1)16-1-15 to27-0-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding295 lbupliftatjoint6and206 lbupliftat joint11. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T11 1 12004767-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:23 Page: 1 ID:86yoZdgpG0JSPqsV6ZosZdzoVKr-0zEuYZ_m4OTKhVEg2INCRUiUuw3iA29MDBFPwEzoTAI DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 5x6 3x6 =4x4 3x4 =3x5 =3x4 =6x6 =5x8 1.5x4 =3x8 3x4 12 11 10 9 8 7 1 1314 2 3 15 16 518 19 6174 T3 B1 B2 5-11-8 21-2-8 7-7-8 7-7-8 7-7-8 15-3-0 5-11-8 27-2-0 5-11-8 27-2-0 6-1-4 21-2-8 7-5-12 15-1-4 7-7-8 7-7-8 0-1-15 Scale =1:48.9 Plate Offsets(X,Y):[1:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.93 Vert(LL)-0.0811-12>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.1711-12>999240 TCDL 10.0 RepStress Incr YES WB 0.53 Horz(CT)0.037n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:139 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor8-1-10ocbracing. WEBS 1Rowatmidpt 6-7,4-8,5-8,3-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=1043/0-6-0,(min.0-1-14),12=977/0-6-0,(min.0-1-14) MaxHoriz12=361(LC15) MaxUplift7=-288(LC13),12=-226(LC16) Max Grav7=1197(LC36),12=1179(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-13=-1744/299,13-14=-1668/300,2-14=-1662/301,2-3=-1535/319,3-15=-1145/267,15-16=-1015/279,4-16=-979/298, 4-17=-654/264,5-17=-658/263,5-18=-654/262,18-19=-654/262,6-19=-654/262,6-7=-1144/301,1-12=-1108/258 BOTCHORD 11-12=-473/459,10-11=-522/1486,9-10=-522/1486,8-9=-349/870 WEBS 4-9=-82/524,4-8=-580/178,6-8=-288/1138,5-8=-609/233,3-9=-720/279,1-11=-153/1312 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to15-3-0,Exterior(2R)15-3-0 to19-5-15, Interior(1)19-5-15 to27-0-4 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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding288 lbupliftatjoint7and226 lbupliftat joint12. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T12 1 12004767-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:23 Page: 1 ID:9?fnXJ7SEaJaA6TNa3RmujzoVJ_-0zEuYZ_m4OTKhVEg2INCRUiSNw3qA5nMDBFPwEzoTAI DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 4x6 3x6 =5x6 3x4 =3x4 3x4 =3x6 =3x4 =6x6 1.5x4 =5x8 =5x12 =5x6 =4x4 3x4 =4x4 5x6 3x4 19 18 17 16 15 14 13122511 10 1 2 3 20 9 24 21 4 8 622235 7 T3 B1 B3B2 4-8-035-5-06-1-024-8-0 6-1-030-9-06-1-312-4-16-2-156-2-15 6-2-1518-7-0 6-9-042-2-0 0-4-12 31-5-4 0-1-12 31-7-0 3-10-035-5-06-1-312-4-1 6-1-318-5-4 6-2-1224-8-06-2-156-2-15 6-4-831-0-8 6-9-042-2-0 0-1-15 Scale=1:71.3 PlateOffsets(X,Y):[1:0-3-0,0-1-8], [7:0-6-0,0-0-15], [9:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.86 Vert(LL)-0.0717-18>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.1417-18>999240 TCDL 10.0 RepStress Incr NO WB 0.71 Horz(CT)0.0312n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:249 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2*Except*B3:2x6SPFNo.2 WEBS 2x4SPFNo.2*Except*W1,W14,W3,W2,W4,W5:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):5-7. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 7-13,4-15,5-14,6-14,7-12,8-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings0-6-0. (lb)-Max Horiz19=254(LC12) Max UpliftAlluplift100(lb)or lessatjoint(s)except10=-256(LC51), 11=-490(LC13),12=-559(LC12),19=-233(LC59) Max GravAllreactions250(lb)or lessatjoint(s)10except11=858(LC 78),12=2367(LC2),19=1141(LC36) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1669/313,2-3=-1544/328,3-20=-1427/282,20-21=-1414/285,4-21=-1222/310,4-5=-869/245,5-22=-421/175, 6-22=-421/174,6-23=-421/174,7-23=-421/175,7-8=-82/625,8-24=-90/471,9-24=-103/334,1-19=-1079/259, 9-10=-82/306 BOTCHORD 18-19=-302/178,17-18=-476/1439,16-17=-325/1186,15-16=-325/1186,14-15=-139/678,13-14=-428/164, 12-13=-294/130,12-25=-303/115,11-25=-303/115 WEBS 5-15=-167/739,7-13=-696/260,1-18=-177/1334,3-17=-304/186,4-17=-44/369,4-15=-812/299,5-14=-864/245, 6-14=-629/234,7-14=-285/1330,9-11=-389/145,7-12=-926/301,8-12=-479/170 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;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=1.15PlateDOL=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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding233 lbupliftat joint19,256 lbupliftat joint10,490 lbupliftatjoint11and559 lb upliftat joint12. 8)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)405 lbdownand277 lbupat33-2-12,and405 lbdownand277 lbupat 35-2-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(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-WoodsideatWestClayLot33 T13 1 12004767-12T Hip Girder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:23 Page: 1 ID:xRqoBlf6KbJYvdgnWECYXVzoVH?-0zEuYZ_m4OTKhVEg2INCRUiTSw46A2zMDBFPwEzoTAI Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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:1-5=-51,5-7=-61,7-9=-51,10-19=-20 ConcentratedLoads(lb) Vert:11=-354(F),25=-354(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T13 1 12004767-12T HipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:23 Page: 2 ID:xRqoBlf6KbJYvdgnWECYXVzoVH?-0zEuYZ_m4OTKhVEg2INCRUiTSw46A2zMDBFPwEzoTAI DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =3x5 5x6 3x6 =6x6 3x4 =3x4 3x4 =3x6 =3x4 =5x6 1.5x4 =4x8 =3x6 =5x6 =3x4 3x4 =4x6 5x6 =3x4 19 18 17 16 15 1413 12 11 10 1 20 2 3 93121 302922842328 5 242562627 7T3 B1 B1B2 5-2-1229-10-125-2-1224-8-06-4-912-10-156-6-56-6-5 6-6-519-5-4 6-9-1436-8-10 5-5-642-2-0 5-4-830-0-85-4-824-8-0 5-5-642-2-06-4-919-3-86-4-912-10-156-6-56-6-5 6-8-236-8-10 Scale =1:71.3 Plate Offsets(X,Y):[1:Edge,0-1-12], [5:0-4-0,0-2-8], [7:0-4-0,0-2-8], [10:Edge,0-1-8], [18:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.78 Vert(LL)-0.1415-17>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.65 Vert(CT)-0.2815-17>999240 TCDL 10.0 RepStress Incr YES WB 0.96 Horz(CT)0.0910n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:234 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W13,W12,W3,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-4-0max.):5-7. BOT CHORD Rigid ceilingdirectlyappliedor7-9-1ocbracing. WEBS 1Rowatmidpt 4-15,5-14,6-14,7-12,9-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1544/0-6-0,(min.0-2-15),19=1526/0-6-0,(min.0-2-12) MaxHoriz19=278(LC15) MaxUplift10=-265(LC17),19=-332(LC16) Max Grav10=1856(LC40),19=1746(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-20=-2693/494,2-20=-2598/500,2-3=-2563/510,3-21=-2573/519,21-22=-2367/542,4-22=-2367/545,4-23=-2052/502, 5-23=-2030/531,5-24=-1607/512,24-25=-1607/512,6-25=-1607/512,6-26=-1607/512,26-27=-1607/512, 7-27=-1607/512,7-28=-1560/467,8-28=-1710/439,8-29=-1245/344,29-30=-1267/339,30-31=-1411/329, 9-31=-1426/320,1-19=-1680/363,9-10=-1810/378 BOTCHORD 18-19=-285/299,17-18=-578/2351,16-17=-507/2214,15-16=-507/2214,14-15=-367/1694,13-14=-294/1395, 12-13=-294/1395,11-12=-276/1212 WEBS 4-15=-783/303,5-15=-169/713,5-14=-263/161,6-14=-522/192,7-14=-176/647,8-12=-111/449,8-11=-918/273, 9-11=-306/1589,1-18=-340/2222,4-17=-30/337 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to4-4-6, Interior(1)4-4-6 to19-5-4,Exterior(2R)19-5-4to25-4-13, Interior(1)25-4-13 to29-10-12,Exterior(2R)29-10-12 to35-10-5, Interior(1)35-10-5 to42-0-4zone;cantilever leftandrightexposed ; end vertical 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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding332 lbupliftatjoint19and265lbupliftat joint10. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T14 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:24 Page: 1 ID:klhopseQPAIeQRU3wudEVNzoVD9-U9oGlv?OribBIepsc?uR_iEfLKNavSIVSq?zSgzoTAH DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 5x8 =3x6 4x6 =6x12 3x6 =4x8 3x10 2x4 =4x4 =4x4 =5x6 =MT18HS8x12 =4x6 =6x8 =3x6 =5x6 =4x6 5x6 25 24 17 1615 14 13 12 1 23 2221 20 19 18 226 3 113627 4 3534281029335 6 73031832 9T3 B1 B6 B7 B3 B4 1-10-1221-4-0 4-3-625-7-6 4-3-629-10-124-2-04-2-0 5-1-19-3-1 5-1-114-4-3 5-1-119-5-4 6-9-1436-8-10 5-5-642-2-0 0-6-10 26-2-0 2-1-19-3-1 2-0-821-4-03-0-07-2-0 3-10-830-0-84-2-04-2-0 4-3-625-7-64-11-519-3-85-1-114-4-3 5-5-642-2-06-8-236-8-10 1-0-0 1-0-0 Scale=1:73.2 PlateOffsets(X,Y):[6:0-3-0,0-2-0], [9:0-3-8,0-2-4], [12:Edge,0-1-8], [15:0-2-10,0-1-8], [18:0-3-0,0-4-12], [23:0-6-0,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.77 Vert(LL)-0.1819-20>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.72 Vert(CT)-0.3419-20>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.85 Horz(CT)0.1612n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:290 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2*Except*B2:2x4SPFStud,B3,B4:2x6SPF No.2 WEBS 2x4SPFNo.2*Except*W1,W21,W20,W13,W5,W6,W7,W8,W2,W4:2x4 SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-2-4max.):6-9. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 8-9-11ocbracing:21-23 8-10-6ocbracing:20-21. 1 Rowatmidpt7-18 WEBS 1Rowatmidpt 6-18,9-14,11-12,8-16,5-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1542/0-6-0,(min.0-2-15),25=1522/0-6-0,(min.0-2-12) Max Horiz25=263(LC16) Max Uplift12=-262(LC17),25=-329(LC16) Max Grav12=1854(LC40),25=1742(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-3583/812,2-26=-3649/900,3-26=-3640/902,3-27=-3595/911,4-27=-3523/923,4-28=-2792/585,28-29=-2675/602, 5-29=-2613/606,5-6=-2222/569,6-7=-1842/540,7-30=-1837/541,30-31=-1837/541,8-31=-1837/541,8-32=-1564/491, 9-32=-1564/491,9-33=-1558/451,10-33=-1707/424,10-34=-1244/303,34-35=-1266/298,35-36=-1410/289, 11-36=-1425/280,1-25=-1666/409,11-12=-1808/376 BOTCHORD 2-23=-267/198,22-23=-703/2906,21-22=-703/2906,20-21=-703/2906,19-20=-502/2412,18-19=-326/1872, 7-18=-266/103,15-16=-226/1393,14-15=-226/1393,13-14=-220/1211 WEBS 6-19=-217/842,8-18=-191/668,9-16=-173/652,10-14=-96/445,10-13=-916/260,11-13=-290/1588,8-16=-848/255, 16-18=-270/1467,4-23=-321/487,5-19=-919/325,4-20=-661/269,5-20=-125/531,1-23=-661/3047 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)0-1-12to4-4-6, Interior(1)4-4-6 to19-5-4,Exterior(2R)19-5-4 to25-7-6,Interior(1)25-7-6 to29-10-12,Exterior(2R)29-10-12 to35-10-5, Interior(1)35-10-5 to 42-0-4 zone;C-Cformembersand 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=1.15PlateDOL=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)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare3x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding262 lbupliftat joint12and329lbupliftat joint25. 10)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T15 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:25 Page: 1 ID:VNHXmrY5VXtsY6HgNs_3aPzoVBz-yMMezF00c0j2woN39jPgWvnqEjieew7fhUkW_6zoTAG Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 11)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T15 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:25 Page: 2 ID:VNHXmrY5VXtsY6HgNs_3aPzoVBz-yMMezF00c0j2woN39jPgWvnqEjieew7fhUkW_6zoTAG DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =6x6 6x8 3x4 4x6 =6x12 3x6 =5x8 3x10 2x4 =4x4 3x4 =4x4 =6x6 =MT18HS8x12 =5x6 3x43x43x43x4 4x4 =4x4 =8x8 =4x8 =6x6 =4x4 4x4 =6x6 6x8 3x8 900.00 lb 0.00 lb/ft to40.00 lb/ft 25 24 17 161514 13 12 23 2221 20 19 18 1 2 26 3 11 3727 4 3635 28 103429 5 7303132338 96 T3 B1 B6 B7 B3 B4 1-10-1221-4-0 3-0-1229-10-124-2-04-2-0 5-6-026-10-05-1-114-4-35-1-19-3-1 5-1-119-5-4 6-9-1436-8-10 7-1-643-10-0 1-0-0 27-10-02-1-19-3-1 2-2-830-0-82-0-821-4-03-0-07-2-04-2-04-2-0 4-11-519-3-85-1-114-4-3 5-6-026-10-0 6-8-236-8-10 7-1-643-10-0 1-0-0 1-0-0 Scale=1:75.7 PlateOffsets(X,Y):[6:0-3-0,0-2-7], [12:0-4-4,0-2-4], [18:0-3-0,Edge], [23:0-5-8,0-4-0], [25:0-1-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.73 Vert(LL)-0.2219-20>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.85 Vert(CT)-0.4219-20>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT)0.2012n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:329 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2*Except*T3,T4:2x6SPFNo.2 BOT CHORD2x6SPFNo.2*Except*B2,B5:2x4SPF No.2 WEBS 2x4SPFNo.2*Except*W19,W13,W5,W6,W7,W8,W3,W4:2x4SPF Stud,W1,W21:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-3-11ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-2-3max.):6-9. BOT CHORD Rigid ceilingdirectlyappliedor8-0-1ocbracing.Except: 1 Rowatmidpt7-18 WEBS 1Rowatmidpt 9-14,10-13,8-16,5-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=2437/0-6-0,(min.0-4-4),25=1968/0-6-0,(min.0-3-7) Max Horiz25=246(LC13) Max Uplift12=-520(LC17),25=-449(LC16) Max Grav12=2694(LC40),25=2181(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-4423/983,2-26=-4533/1083,3-26=-4505/1086,3-27=-4480/1092,4-27=-4407/1105,4-28=-3759/836, 28-29=-3654/845,5-29=-3579/856,5-6=-3202/820,6-7=-2815/790,7-30=-2807/789,30-31=-2807/789,31-32=-2807/789, 32-33=-2807/789,8-33=-2807/789,8-9=-2659/773,9-34=-2847/744,10-34=-2878/725,10-35=-2390/599, 35-36=-2481/595,36-37=-2548/593,11-37=-2686/593,1-25=-2086/495,11-12=-2619/602 BOTCHORD 24-25=-95/339,2-23=-263/196,22-23=-853/3763,21-22=-853/3763,20-21=-853/3763,19-20=-723/3275, 18-19=-587/2753,7-18=-454/155,16-17=-74/417,15-16=-511/2407,14-15=-511/2407,13-14=-502/2279 WEBS 6-19=-222/900,6-18=-260/673,8-18=-151/334,9-16=-307/1093,10-14=-142/454,10-13=-1046/324,11-13=-508/2497, 8-16=-1403/443,16-18=-514/2288,4-23=-257/405,5-19=-886/308,4-21=0/252,4-20=-652/254,5-20=-111/510, 1-23=-789/3646 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)0-2-12to4-7-6, Interior(1)4-7-6 to19-5-4,Exterior(2R)19-5-4 to25-7-10, Interior(1)25-7-10 to29-10-12,Exterior(2R)29-10-12 to36-1-2, Interior(1)36-1-2 to 43-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;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=1.15PlateDOL=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)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding449 lbupliftat joint25and520lbupliftat joint12. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)973 lbdownand250 lbupat26-10-0on top chord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T16 3 12004767-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:26 Page: 1 ID:2yB7aOxI9lPyuGf9JlSt_lzoV3j-QYw1Ab1fNJrvYyyFjQwv37K0l70uNLLow8U3WZzoTAF Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-6=-51,6-8=-61,24-25=-20,18-23=-20,12-17=-20 ConcentratedLoads(lb) Vert:8=-900 TrapezoidalLoads(lb/ft) Vert:8=-61-to-9=-68,9=-58-to-34=-73,34=-73-to-10=-74,10=-74-to-35=-79,35=-79-to-36=-80,36=-80-to-37=-86,37=-86-to-11=-91 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T16 3 12004767-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:26 Page: 2 ID:2yB7aOxI9lPyuGf9JlSt_lzoV3j-QYw1Ab1fNJrvYyyFjQwv37K0l70uNLLow8U3WZzoTAF DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 612 312 MT18HS10x14 3x4 5x6 =MT18HS7x14 4x6 =6x6 4x8 2x4 =4x4 4x4 =4x4 =6x6 =MT18HS8x12 =5x6 3x53x53x53x5 4x4 =4x4 =6x12 =6x6 =4x4 =5x6 4x4 =4x4 6x6 =6x8 6x10 MT18HS3x10 0.00lb/ft to50.00 lb/ft900.00 lb 27 26 19 18 17 16 15 14 13 1 25 2423 22 21 20 122 3 11 28 37 4 29 36 1030 5 35 67313233348 9T3 B1 B6 B7 B3 B4 1-10-1221-4-0 3-0-1229-10-124-2-04-2-0 5-6-026-10-05-1-114-4-35-1-19-3-1 5-1-119-5-4 5-5-049-4-07-0-243-11-07-0-236-10-14 2-1-19-3-1 2-0-821-4-03-0-07-2-0 3-2-830-0-8 3-3-833-4-0 3-6-1436-10-144-2-04-2-0 4-11-519-3-85-1-114-4-3 5-6-026-10-0 5-6-1249-4-06-10-643-9-4 1-0-0 1-0-0 Scale=1:83.9 Plate Offsets(X,Y):[11:0-4-12,0-3-12], [13:0-5-0,0-1-12], [14:0-2-0,0-3-12], [20:0-2-0,0-5-4], [25:0-7-0,0-4-8], [27:0-4-8,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.2421-22>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.4721-22>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.76 Horz(CT)0.2513n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:386 lbFT=20% LUMBER TOP CHORD2x6SP2400F2.0E*Except*T2,T1:2x6SPF No.2 BOT CHORD2x6SPF No.2*Except*B2,B5:2x4SPFNo.2 WEBS 2x4SPF No.2*Except*W21,W5,W6,W7,W8,W3,W4,W19:2x4SPF Stud,W1,W23:2x6SPFNo.2,W2,W22:2x4SPF1650F1.5E BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-8ocpurlins, exceptend verticals,and2-0-0ocpurlins(5-5-4max.):6-9. BOT CHORD Rigid ceilingdirectlyappliedor6-3-4ocbracing.Except: 1 Rowatmidpt7-20 WEBS 1 Rowatmidpt 8-20,8-18,5-21,10-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=2743/0-6-0,(min.0-4-9),27=2273/0-6-0,(min.0-3-15) Max Horiz27=166(LC13) Max Uplift13=-632(LC17),27=-501(LC16) Max Grav13=2906(LC2),27=2508(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-2=-5286/1678,2-3=-5401/1785,3-28=-5376/1788,4-28=-5328/1803,4-29=-4547/1494,29-30=-4445/1503, 5-30=-4406/1515,5-6=-3968/1447,6-7=-3535/1388,7-31=-3525/1388,31-32=-3525/1388,32-33=-3525/1388, 33-34=-3525/1388,8-34=-3525/1388,8-9=-3476/1402,9-35=-3739/1427,10-35=-3923/1416,10-36=-4281/1497, 36-37=-4446/1499,11-37=-4546/1505,11-12=-4095/1366,1-27=-2465/827,12-13=-2822/1016 BOT CHORD 26-27=-117/345,24-25=-1396/4508,23-24=-1396/4508,22-23=-1396/4508,21-22=-1213/3976,20-21=-1029/3434, 7-20=-346/144,18-19=-124/454,17-18=-1016/3328,16-17=-1252/3981,15-16=-1252/3981,14-15=-1299/3862 WEBS 6-21=-260/941,6-20=-289/841,8-20=-269/190,9-18=-257/822,9-17=-207/768,11-14=-1509/605,8-18=-1240/481, 18-20=-981/3082,4-25=-262/466,5-21=-911/313,4-22=-705/265,5-22=-117/541,1-25=-1280/4144,10-17=-918/350, 10-15=0/297,12-14=-1350/4109 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-2-12 to5-1-15, Interior(1)5-1-15 to19-5-4,Exterior(2R)19-5-4 to24-4-7, Interior(1)24-4-7 to29-10-12,Exterior(2R)29-10-12 to34-9-15, Interior(1)34-9-15 to49-1-4 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;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=1.15Plate DOL=1.15); Is=1.0;RoughCat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns. Rain surchargeapplied toallexposed surfaceswith slopesless than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare4x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrentwithanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding501 lbupliftat joint27and632lbupliftat joint13. 10)This truss is designed inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottomchord. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T17 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310 SJul272019MiTek Industries,Inc.TueFeb0417:19:27 Page: 1 ID:zHGbO0HvaeXYul5K_AogkKzoUtg-ukUPOx1H7dzm96XRH8S8bKsEpXKQ6s9x8oDd3?zoTAE Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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)1033 lbdownand374 lbupat26-10-0ontopchord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-6=-51,6-8=-61,26-27=-20,20-25=-20,13-19=-20 ConcentratedLoads(lb) Vert:8=-900 TrapezoidalLoads(lb/ft) Vert:8=-61-to-9=-68,9=-58-to-35=-69,35=-69-to-10=-73,10=-73-to-36=-77,36=-77-to-37=-84,37=-84-to-11=-89,11=-89-to-12=-101 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T17 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:27 Page: 2 ID:zHGbO0HvaeXYul5K_AogkKzoUtg-ukUPOx1H7dzm96XRH8S8bKsEpXKQ6s9x8oDd3?zoTAE DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 612 312 MT18HS10x14 3x6 =8x8 3x5 =4x4 3x5 =5x6 =4x8 =5x6 =4x6 =4x4 =4x8 2x4 =6x8 =4x4 =5x6 4x4 =4x4 6x8 =6x8 6x10 MT18HS3x10 0.00 lb/ft to50.00lb/ft900.00 lb 23 22 21 20 1918 17 16 15 14 13 12 1 11 2 1033224 3125 94 3026 62728297 85T3 B1 B1B3B2 3-0-1229-10-123-8-626-10-03-8-623-1-10 5-5-049-4-06-4-912-10-156-6-56-6-5 6-6-519-5-4 7-0-243-11-07-0-236-10-14 3-2-830-0-8 5-6-1249-4-06-4-919-3-86-4-912-10-156-6-56-6-5 6-10-643-9-46-10-636-10-147-6-826-10-0 Scale=1:82 PlateOffsets(X,Y):[5:0-3-0,0-2-7], [10:0-6-0,0-3-0], [12:0-5-0,0-1-12], [13:0-1-12,0-3-12], [22:0-3-8,0-4-0], [23:Edge,0-5-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.85 Vert(LL)-0.2217>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.83 Vert(CT)-0.4517-19>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.84 Horz(CT)0.1412n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:320 lbFT=20% LUMBER TOP CHORD2x6SPFNo.2*Except*T2,T1:2x4SPF1650F1.5E BOT CHORD2x6SPFNo.2 WEBS 2x4SPFNo.2*Except*W14,W16,W3:2x4SPFStud,W1,W18:2x6SPF No.2,W17:2x4SPF1650F1.5E BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-10-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-9-8max.):5-8. BOT CHORD Rigid ceilingdirectlyappliedor6-5-15ocbracing. WEBS 1Rowatmidpt 4-19,7-17,9-16,6-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=2745/0-6-0,(min.0-4-9),23=2277/0-6-0,(min.0-3-15) Max Horiz23=-167(LC14) Max Uplift12=-631(LC17),23=-499(LC16) Max Grav12=2908(LC2),23=2512(LC42) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-3986/1232,2-3=-3857/1247,3-24=-4063/1316,24-25=-3965/1328,4-25=-3857/1342,4-26=-3617/1295, 5-26=-3477/1321,5-6=-3093/1228,6-27=-3478/1395,27-28=-3478/1395,28-29=-3478/1395,7-29=-3478/1395, 7-8=-3478/1395,8-30=-3739/1425,9-30=-3925/1413,9-31=-4286/1495,31-32=-4450/1497,10-32=-4578/1503, 10-11=-4099/1365,1-23=-2409/821,11-12=-2822/1014 BOTCHORD 22-23=-243/395,21-22=-1103/3506,20-21=-1079/3547,19-20=-1079/3547,18-19=-1023/3319,17-18=-1023/3319, 16-17=-1013/3329,15-16=-1249/3985,14-15=-1249/3985,13-14=-1298/3868 WEBS 4-19=-666/278,5-19=-432/1278,7-17=-1070/452,8-17=-238/815,8-16=-211/754,9-16=-922/350,9-14=0/300, 10-13=-1517/606,11-13=-1349/4123,3-22=-437/229,1-22=-894/3234,3-21=-84/250,6-19=-982/350,6-17=-202/632 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)0-2-12to5-1-15, Interior(1)5-1-15 to19-5-4,Exterior(2R)19-5-4 to24-4-7, Interior(1)24-4-7 to29-10-12,Exterior(2R)29-10-12 to34-9-15, Interior(1)34-9-15 to49-1-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;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=1.15PlateDOL=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)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding499 lbupliftat joint23and631lbupliftat joint12. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1033 lbdownand374 lbupat26-10-0on top chord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T18 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:28 Page: 1 ID:20FzrHhoShejJotyqimBXOzoUk6-Mx2nbG2vux5dnG6errzN8YPKFxigrHA5NSzAbRzoTAD Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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:1-5=-51,5-7=-61,12-23=-20 ConcentratedLoads(lb) Vert:7=-900 TrapezoidalLoads(lb/ft) Vert:7=-61-to-8=-68,8=-58-to-30=-69,30=-69-to-9=-73,9=-73-to-31=-77,31=-77-to-32=-84,32=-84-to-10=-89,10=-89-to-11=-101 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T18 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:28 Page: 2 ID:20FzrHhoShejJotyqimBXOzoUk6-Mx2nbG2vux5dnG6errzN8YPKFxigrHA5NSzAbRzoTAD DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 612 312 3x6 5x8 3x6 =6x6 3x5 =3x5 3x5 =4x6 =3x5 =5x6 =3x6 =3x8 2x4 =5x6 =3x5 =4x6 3x5 =3x5 5x8 =4x10 6x6 3x6 23 22 21 20 1918 17 16 15 14 13 121 2 1124 3 1042532 3126 95 27 30 8628729T3 B1 B1B3B2 0-2-12 0-2-12 1-7-12-1-7-12 5-2-1229-10-125-2-1224-8-0 5-5-049-4-06-3-96-6-5 6-4-912-10-15 6-6-519-5-4 7-0-243-11-07-0-236-10-14 5-4-830-0-85-4-824-8-0 5-6-1249-4-06-4-919-3-86-4-912-10-156-6-56-6-5 6-10-643-9-46-10-636-10-14 Scale =1:84.4 Plate Offsets(X,Y):[6:0-4-0,0-2-8], [8:0-3-8,0-2-4], [10:0-5-12,0-2-8], [13:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.93 Vert(LL)-0.2117-19>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.75 Vert(CT)-0.4114-16>999240 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.1612n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:263 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T4:2x4SPF1650F1.5E BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W11,W13,W3:2x4SPFStud,W1,W15:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(3-8-1max.):6-8. BOT CHORD Rigid ceilingdirectlyappliedor6-8-0ocbracing. WEBS 1Rowatmidpt 5-19,6-17,7-17,8-17,9-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1781/0-6-0,(min.0-3-1),23=1880/0-6-0,(min.0-3-6) MaxHoriz23=191(LC13) MaxUplift12=-364(LC17),23=-411(LC16) Max Grav12=1953(LC2),23=2140(LC43) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-24=-3136/835,3-24=-3063/836,3-4=-3007/850,4-25=-3116/892,25-26=-3022/902,5-26=-2910/917,5-27=-2638/866, 6-27=-2492/892,6-28=-2271/885,7-28=-2271/885,7-29=-2271/885,8-29=-2271/885,8-30=-2489/895,9-30=-2647/866, 9-31=-2920/916,31-32=-3047/899,10-32=-3130/895,10-11=-2723/794,2-23=-2073/742,11-12=-1899/628 BOTCHORD 22-23=-245/275,21-22=-785/2740,20-21=-725/2703,19-20=-725/2703,18-19=-549/2218,17-18=-549/2218, 16-17=-539/2215,15-16=-717/2727,14-15=-717/2727,13-14=-756/2584 WEBS 5-19=-730/296,6-19=-165/672,6-17=-155/421,7-17=-522/192,8-17=-144/416,8-16=-155/650,9-16=-729/300, 9-14=0/277,10-13=-1047/394,11-13=-793/2838,4-22=-325/171,2-22=-591/2613,5-21=-18/294 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7to19-5-4,Exterior(2R)19-5-4 to24-8-0, Interior(1)24-8-0 to29-10-12,Exterior(2R)29-10-12to34-9-15, Interior(1)34-9-15 to 49-1-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions 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. 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 withstanding411lbupliftat joint23and364lbupliftat joint12. 9)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T19 2 12004767-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:29 Page: 1 ID:M?LAjZ?AnANFuYjvj5DlSNzoUiP-q7c9oc3XfEDUPQhqOYUchlyUpL35anbEc6ik7tzoTAC DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 4x6 5x8 3x6 =6x6 3x5 =3x5 3x5 =4x6 =3x5 =5x6 =3x6 =3x8 2x4 =5x6 =3x5 =4x6 3x5 =3x5 3x5 =6x6 3x6 5x8 4x6 24 23 22 21 2019 18 17 16 15 14 131 2 12 25 113 4 103426 3327 28 3259 6 2930731 8T3 B1 B1B3B2 0-2-12 0-2-12 1-7-12-1-7-12 5-2-1224-8-0 5-2-1229-10-126-3-96-6-5 6-4-942-9-116-4-912-10-15 6-6-536-5-16-6-519-5-4 6-6-549-4-0 5-4-824-8-0 5-4-830-0-8 6-4-936-5-1 6-4-942-9-116-4-912-10-15 6-4-919-3-8 6-6-549-4-06-6-56-6-5 Scale =1:82.7 Plate Offsets(X,Y):[6:0-4-0,0-2-8], [8:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)-0.2117-18>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.74 Vert(CT)-0.4115-17>999240 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.1613n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:263 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(3-8-2max.):6-8. BOT CHORD Rigid ceilingdirectlyappliedor7-11-5ocbracing. WEBS 1Rowatmidpt 5-20,6-18,7-18,8-18,9-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=1781/Mechanical,(min.0-1-8),24=1880/0-6-0,(min.0-3-6) MaxHoriz24=190(LC13) MaxUplift13=-362(LC17),24=-411(LC16) Max Grav13=2047(LC41),24=2146(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-25=-3146/585,3-25=-3073/586,3-4=-3017/599,4-26=-3128/635,26-27=-3033/645,27-28=-2922/658,5-28=-2897/660, 5-6=-2650/653,6-29=-2284/649,29-30=-2284/649,7-30=-2284/649,7-31=-2284/649,8-31=-2284/649,8-9=-2651/651, 9-32=-2904/659,32-33=-2929/657,33-34=-3039/645,10-34=-3135/633,10-11=-3033/609,11-12=-3161/594, 2-24=-2079/525,12-13=-1980/426 BOTCHORD 23-24=-241/277,22-23=-551/2748,21-22=-450/2713,20-21=-450/2713,19-20=-312/2228,18-19=-312/2228, 17-18=-301/2230,16-17=-421/2718,15-16=-421/2718,14-15=-492/2770 WEBS 5-20=-729/296,6-20=-165/671,6-18=-155/422,7-18=-523/192,8-18=-154/418,8-17=-165/675,9-17=-734/297, 4-23=-327/138,2-23=-403/2621,5-22=-18/294,9-15=-23/299,10-14=-331/143,12-14=-428/2644 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7to19-5-4,Exterior(2R)19-5-4 to26-5-0, Interior(1)26-5-0 to29-10-12,Exterior(2R)29-10-12to36-10-8, Interior(1)36-10-8 to 49-1-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions 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. 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)Allplatesare3x5MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding411lbupliftat joint24and362lbupliftat joint13. 11)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T20 1 12004767-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:29 Page: 1 ID:VCuL77DyhPRHLgC4x10gNzzoUfY-q7c9oc3XfEDUPQhqOYUchlyUYL3GanLEc6ik7tzoTAC DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 4x6 5x8 =6x6 3x5 3x6 =3x5 3x5 =4x6 =4x6 =3x5 =6x6 =5x6 =3x8 =4x6 3x5 =3x5 3x6 3x5 =6x6 5x8 4x6 22 21 2019 1817 16 1514 13 121 2 11 23 30 3 10 942429 2825 5 8 6 26 27 7T3 B1 B1B3B2 0-2-12 0-2-12 1-7-12-1-7-12 7-7-028-5-8 6-10-542-2-36-10-514-0-36-11-17-1-13 6-10-535-3-136-10-520-10-8 7-1-1349-4-0 6-8-935-3-136-8-920-8-12 6-10-542-2-36-10-514-0-3 7-1-1349-4-07-1-137-1-13 7-10-828-7-4 0-1-15 Scale =1:82.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)-0.2216-17>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.79 Vert(CT)-0.4716-17>999240 TCDL 10.0 RepStress Incr YES WB 0.66 Horz(CT)0.1612n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:248 lbFT = 20% LUMBER TOPCHORD2x4SPF1650F1.5E*Except*T3:2x4SPF2100F1.8E,T1,T4:2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3:2x4SPFStud,W1:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(2-2-0max.):6-7. BOT CHORD Rigid ceilingdirectlyappliedor7-8-15ocbracing. WEBS 1Rowatmidpt 3-20,5-17,6-16,8-16,10-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1766/Mechanical,(min.0-1-8),22=1865/0-6-0,(min.0-3-7) MaxHoriz22=199(LC15) MaxUplift12=-375(LC17),22=-425(LC16) Max Grav12=2078(LC41),22=2177(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-23=-3248/589,3-23=-3107/607,3-4=-3163/630,4-24=-3119/636,24-25=-3069/641,5-25=-2953/658,5-6=-2661/646, 6-26=-2251/628,26-27=-2251/628,7-27=-2251/628,7-8=-2663/644,8-28=-2960/658,28-29=-3074/642,9-29=-3125/633, 9-10=-3169/630,10-30=-3121/616,11-30=-3262/599,2-22=-2105/528,11-12=-2006/428 BOTCHORD 21-22=-275/321,20-21=-579/2833,19-20=-436/2745,18-19=-436/2745,17-18=-436/2745,16-17=-291/2248, 15-16=-402/2749,14-15=-402/2749,13-14=-491/2853 WEBS 3-21=-278/137,5-20=-31/336,5-17=-757/315,6-17=-166/728,7-16=-98/729,8-16=-760/316,8-14=-36/340, 10-13=-284/141,2-21=-389/2657,11-13=-417/2696 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7to20-10-8,Exterior(2R)20-10-8 to27-10-4, Interior(1)27-10-4 to28-5-8,Exterior(2R)28-5-8to35-3-13, Interior(1)35-3-13 to 49-1-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions 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. 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)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding425 lbupliftatjoint22and375lbupliftat joint12. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T21 1 12004767-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:30 Page: 1 ID:VkyCGldHhrjSQuocwAdel8zoUf0-JJ9X0y49QYLL0ZG0yG?rDzUfHkOpJENOrmSHfKzoTAB DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x6 5x8 3x6 =6x6 3x5 =3x5 3x5 =4x6 =3x5 =6x6 =3x6 =3x8 2x4 =6x6 =3x5 =4x6 3x5 =3x5 3x5 =6x6 3x6 5x8 3x6 24 23 22 212019 18 1716 15 14 13 1 2 12 3 11 31410 3025 26 2959 728276 8T3 B1 B1B3B2 0-2-12 0-2-12 1-7-12-1-7-12 5-8-05-10-12 5-9-043-5-45-9-011-7-12 5-10-1237-8-45-10-1217-6-8 5-10-1249-4-07-1-831-9-87-1-824-8-0 5-9-037-8-4 5-9-043-5-45-9-011-7-12 5-9-017-4-12 5-10-1249-4-05-10-125-10-12 7-3-424-8-0 7-3-431-11-4 0-1-15 Scale =1:82.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.75 Vert(LL)-0.2018>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.72 Vert(CT)-0.4317-18>999240 TCDL 10.0 RepStress Incr YES WB 0.63 Horz(CT)0.1613n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:252 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T3:2x4SPF1650F1.5E BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W3,W4,W5:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-4-13max.):6-8. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 5-20,7-18,9-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=1800/Mechanical,(min.0-1-8),24=1899/0-6-0,(min.0-3-5) MaxHoriz24=176(LC13) MaxUplift13=-344(LC17),24=-394(LC16) Max Grav13=2001(LC41),24=2100(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-3007/576,3-4=-2891/588,4-25=-3050/646,25-26=-2945/646,5-26=-2847/660,5-6=-2633/659,6-27=-2528/682, 7-27=-2528/681,7-28=-2528/682,8-28=-2528/682,8-9=-2636/657,9-29=-2856/658,29-30=-2956/646,10-30=-3059/635, 10-31=-2909/598,11-31=-2955/586,11-12=-3025/584,2-24=-2038/522,12-13=-1939/423 BOTCHORD 22-23=-507/2630,21-22=-466/2638,20-21=-466/2638,19-20=-351/2273,18-19=-351/2273,17-18=-342/2276, 16-17=-437/2644,15-16=-437/2644,14-15=-489/2653 WEBS 5-20=-595/256,6-20=-130/585,6-18=-193/579,7-18=-771/277,8-18=-192/576,8-17=-131/589,9-17=-600/257, 4-23=-374/142,2-23=-415/2546,10-14=-376/147,12-14=-435/2558 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7to17-6-8,Exterior(2R)17-6-8 to24-8-0, Interior(1)24-8-0 to31-9-8,Exterior(2R)31-9-8 to38-9-4, Interior(1)38-9-4 to49-1-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions 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. 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)Allplatesare3x5MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding394 lbupliftatjoint24and344lbupliftat joint13. 11)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T22 1 12004767-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:31 Page: 1 ID:TZpoolVWBTFTWj9OVDv_XqzoUcb-nWjwDI4nBsTCejrCWzW4mA1t28l82h9X3QBqCmzoTAA DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x6 6x8 3x6 =6x6 3x5 =3x5 =6x6 =4x6 =4x6 =3x8 =3x5 =3x6 2x4 =4x8 =4x6 =6x6 =3x5 3x5 =6x6 3x6 4x10 3x6 23 22 2120 1918 17 1615 14 131 2 12 24 30252926113 4 10 6 7827285 9T3T4 B1 B1B3B2 0-2-12 0-2-12 1-7-12-1-7-12 6-11-135-1-86-11-121-1-9 7-0-1328-2-77-0-47-3-0 6-11-842-1-06-11-814-2-8 7-3-049-4-0 6-9-1242-1-06-9-1214-0-12 7-0-1335-3-47-0-1328-2-77-0-1321-1-9 7-3-049-4-07-3-07-3-0 0-1-15 Scale =1:82.7 Plate Offsets(X,Y):[18:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)-0.2617-18>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.88 Vert(CT)-0.5217-18>999240 TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.1613n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:235 lbFT = 20% LUMBER TOPCHORD2x4SPF1650F1.5E*Except*T1,T5:2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3:2x4SPFStud,W1:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(2-2-0max.):5-9. BOT CHORD Rigid ceilingdirectlyappliedor7-9-4ocbracing. WEBS 1Rowatmidpt 4-21,6-17,10-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=1833/Mechanical,(min.0-1-8),23=1932/0-6-0,(min.0-3-4) MaxHoriz23=154(LC13) MaxUplift13=-308(LC17),23=-358(LC16) Max Grav13=1953(LC2),23=2070(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-24=-3007/593,24-25=-2925/603,25-26=-2911/604,3-26=-2888/610,3-4=-2837/621,4-5=-2923/647,5-27=-3302/722, 6-27=-3302/721,6-7=-3299/729,7-8=-3299/729,8-28=-3302/730,9-28=-3302/731,9-10=-2927/655,10-11=-2854/620, 11-29=-2912/607,29-30=-2937/603,12-30=-3023/599,2-23=-1997/527,12-13=-1880/429 BOTCHORD 22-23=-200/305,21-22=-512/2604,20-21=-458/2587,19-20=-458/2587,18-19=-458/2587,17-18=-577/3299, 16-17=-397/2589,15-16=-397/2589,14-15=-495/2627 WEBS 4-21=-408/219,5-21=-55/371,5-18=-281/1088,6-18=-681/284,8-17=-680/249,9-17=-280/1084,9-15=-60/383, 10-15=-429/227,2-22=-399/2406,12-14=-432/2448 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7to14-2-8,Exterior(2R)14-2-8 to21-1-9, Interior(1)21-1-9 to35-1-8,Exterior(2R)35-1-8 to42-1-0, Interior(1)42-1-0 to49-1-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions 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. 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)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding358 lbupliftatjoint23and308lbupliftat joint13. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T23 1 12004767-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:31 Page: 1 ID:9zTh4bOMwTomkNJFiQbIC4zoTuG-nWjwDI4nBsTCejrCWzW4mA1pN8jc2f6X3QBqCmzoTAA DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 5x8 4x10 =6x6 3x5 =4x4 =8x8 =4x6 =5x6 =4x4 =5x6 =4x8 2x4 =4x6 =4x4 =5x6 =4x6 =8x8 =4x4 3x5 =6x6 4x10 5x8 23 22 21 201918 17 1615 14 13 1212421125 2627 30 29310 5 2867 84 9 T2 T3 B1 B1B3B2 0-2-12 0-2-12 1-7-12-1-7-12 5-4-45-7-0 5-3-843-9-05-3-810-10-8 5-7-049-4-06-9-1438-5-86-9-1417-8-6 6-11-1031-7-106-11-1024-8-0 5-1-1243-9-05-1-1210-8-12 5-7-049-4-05-7-05-7-0 6-11-1031-7-106-11-1017-8-6 6-11-1038-7-46-11-1024-8-0 0-1-15 Scale =1:82.7 Plate Offsets(X,Y):[4:0-4-2,Edge], [9:0-4-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)-0.3117>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.76 Vert(CT)-0.5616-17>999240 TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.1312n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:276 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T2,T3:2x6SPF No.2 BOTCHORD2x6SPF No.2 WEBS 2x4SPFStud*Except*W6,W2:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-9ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-1-14max.):4-9. BOT CHORD Rigid ceilingdirectlyappliedor8-0-15ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1866/Mechanical,(min.0-1-8),23=1965/0-6-0,(min.0-3-4) MaxHoriz23=129(LC13) MaxUplift12=-351(LC12),23=-370(LC13) Max Grav12=1953(LC2),23=2070(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-25=-2941/570,25-26=-2934/580,26-27=-2898/582,3-27=-2893/592,3-4=-3206/670,4-5=-4142/890,5-28=-4464/945, 6-28=-4464/945,6-7=-4464/945,7-8=-4464/945,8-9=-4143/890,9-10=-3211/671,10-29=-2880/596,29-30=-2902/594, 11-30=-2950/583,2-23=-1976/512,11-12=-1859/413 BOTCHORD 22-23=-157/260,21-22=-553/2592,20-21=-578/2859,19-20=-578/2859,18-19=-843/4134,17-18=-843/4134, 16-17=-796/4134,15-16=-483/2862,14-15=-483/2862,13-14=-490/2606,12-13=-77/260 WEBS 3-22=-408/142,3-21=-185/337,4-19=-424/1729,9-16=-424/1725,9-14=-48/259,10-14=-206/333,10-13=-412/145, 2-22=-410/2410,11-13=-421/2430,5-19=-1031/359,5-17=-143/480,6-17=-441/216,8-17=-142/476,8-16=-1028/359 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7to10-10-8,Exterior(2R)10-10-8 to17-8-6, Interior(1)17-8-6 to38-5-8,Exterior(2R)38-5-8 to45-5-4, Interior(1)45-5-4to 49-1-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions 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. 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)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding370 lbupliftatjoint23and351lbupliftat joint12. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T24 1 12004767-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:32 Page: 1 ID:YGiPDJk6haiTSx?UQ53FwVzoTpx-FiHIRe5Py9b3GtQP4h1JIOa6lY5hn6FhI4xOkCzoTA9 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 6x12 5x6 2x4 4x4 =4x4 =6x6 =4x6 =4x4 =5x6 =4x4 =4x4 =6x6 =4x6 =4x4 =4x4 2x4 =4x8 =4x4 =4x6 =5x6 =4x6 =4x6 =5x6 =5x6 =6x6 =6x6 3x10 1 57285859276061266225632464236566226768216970712072197318747517767778 16 2 3 33 4 34 35 63839407414243844945461047484911505112135253145455561537365T2T4T3 B1 B3B1B2 1-7-12-1-7-12 3-8-07-4-03-8-03-8-0 5-1-412-5-4 5-3-038-8-45-3-028-2-45-3-017-8-4 5-3-022-11-4 5-3-033-5-4 5-3-043-11-4 5-4-1249-4-0 3-6-47-2-43-8-03-8-0 5-3-038-8-45-3-028-2-45-3-012-5-4 5-3-017-8-4 5-3-022-11-4 5-3-043-11-45-3-033-5-4 5-4-1249-4-0 0-1-15 Scale=1:84.4 PlateOffsets(X,Y):[2:0-7-0,0-0-2], [5:0-3-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.39 Vert(LL)0.4521-22>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.5721-22>999240 TCDL 10.0 RepStress Incr NO WB 0.62 Horz(CT)0.1116n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:692 lbFT=20% LUMBER TOP CHORD2x6SP2400F2.0E BOT CHORD2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W4:2x4SPFNo.2 SLIDER Left2x8SP2400F2.0E--1-6-0 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):5-15. BOT CHORD Rigid ceilingdirectlyappliedor9-5-5ocbracing. REACTIONS (lb/size)2=3443/0-6-0,(min.0-1-8),16=3523/Mechanical,(min.0-1-8) Max Horiz2=192(LC11) Max Uplift2=-1783(LC9),16=-2088(LC9) Max Grav2=3443(LC1),16=3647(LC33) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-3175/1688,3-33=-4834/2595,4-33=-4747/2578,4-34=-5625/3089,34-35=-5574/3079,5-35=-5527/3083, 5-36=-7661/4331,36-37=-7663/4331,6-37=-7666/4332,6-38=-9303/5314,38-39=-9303/5314,39-40=-9303/5314, 7-40=-9303/5314,7-41=-9983/5767,41-42=-9983/5767,42-43=-9983/5767,8-43=-9983/5767,8-44=-9983/5767, 9-44=-9983/5767,9-45=-9789/5693,45-46=-9789/5693,10-46=-9789/5693,10-47=-9789/5693,47-48=-9789/5693, 48-49=-9789/5693,11-49=-9789/5693,11-50=-8738/5096,50-51=-8738/5096,12-51=-8738/5096,12-13=-8738/5096, 13-52=-6813/3958,52-53=-6813/3958,14-53=-6813/3958,14-54=-3952/2298,54-55=-3952/2298,55-56=-3952/2298, 15-56=-3952/2298,15-16=-3537/2053 BOTCHORD 2-57=-2318/4039,28-57=-2318/4039,28-58=-2318/4039,58-59=-2318/4039,27-59=-2318/4039,27-60=-2932/5119, 60-61=-2932/5119,26-61=-2932/5119,26-62=-4405/7662,25-62=-4405/7662,25-63=-4405/7662,24-63=-4405/7662, 24-64=-5389/9303,23-64=-5389/9303,23-65=-5389/9303,65-66=-5389/9303,22-66=-5389/9303,22-67=-5840/9983, 67-68=-5840/9983,21-68=-5840/9983,21-69=-5135/8738,69-70=-5135/8738,70-71=-5135/8738,20-71=-5135/8738, 20-72=-3981/6813,19-72=-3981/6813,19-73=-3981/6813,18-73=-3981/6813,18-74=-2304/3952,74-75=-2304/3952, 17-75=-2304/3952 WEBS 5-27=-289/245,5-26=-1963/3351,15-17=-2917/5085,6-26=-2046/1277,6-24=-1297/2140,7-24=-1168/790, 7-22=-607/972,9-22=-428/352,9-21=-252/117,10-21=-548/404,11-21=-797/1366,11-20=-1425/918,13-20=-1495/2542, 13-18=-2172/1348,14-18=-2174/3708,14-17=-3043/1836,4-27=-792/1336,4-28=-626/375 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Plytoply 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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;cantilever left andrightexposed ; end vertical leftandrightexposed;LumberDOL=1.60plategrip DOL=1.60 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T25 1 22004767-12T HalfHip Girder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0417:19:49 Page: 1 ID:tx3uni66_IstRpq6GBZgkKzoTla-jurge_62jTjwt1?bdOZYrb6IByXYWbjqXkgxGfzoTA8 Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 5)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. flatroof snow loadgoverns. Rain surchargeapplied toallexposedsurfaces withslopes less than0.500/12 inaccordance withIBC 1608.3.4. 6)Unbalanced snow loadshavebeenconsideredforthisdesign. 7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 timesflatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 8)Provideadequatedrainagetopreventwaterponding. 9)Allplatesare4x4MT20unlessotherwiseindicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Refertogirder(s) for trusstotruss connections. 12)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding2088lbupliftat joint16and1783lbupliftat joint2. 13)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 15)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)132 lbdownand94lbupat2-7-4,100 lbdownand64lbupat4-7-4,98 lbdownand51 lbupat6-7-4,123 lbdownand130 lbupat8-7-4,123 lbdownand130 lbupat10-7-4,123 lbdownand130lbupat12-7-4,123 lbdownand130 lbupat 14-7-4,123 lbdownand130 lbupat16-7-4,123lbdownand130 lbupat18-7-4,123 lbdownand130 lbupat20-7-4,123lbdownand130lbupat22-7-4,123 lbdown and130lbupat24-7-4,123 lbdownand130 lbupat26-7-4,123lbdownand130 lbupat28-7-4,123 lbdownand130 lbupat30-7-4,123 lbdownand130lbupat 32-7-4,123 lbdownand130 lbupat34-7-4,123lbdownand130 lbupat36-7-4,123 lbdownand130 lbupat38-7-4,123lbdownand130lbupat40-7-4,123 lbdown and130lbupat42-7-4,123 lbdownand130 lbupat44-7-4,and123 lbdownand130 lbupat46-7-4,and127 lbdownand130 lbupat48-7-4on top chord,and42lb downand40lbupat2-7-4,48 lbdownand47 lbupat4-7-4,115lbdownand97 lbupat6-7-4,48 lbdownand42 lbupat8-7-4,48 lbdownand42 lbupat10-7-4,48 lb downand42lbupat12-7-4,48 lbdownand42lbupat14-7-4,48 lbdownand42lbupat16-7-4,48 lbdownand42lbupat18-7-4,48 lbdownand42lbupat20-7-4,48 lbdownand42 lbupat22-7-4,48 lbdownand42 lbupat24-7-4,48 lbdownand42 lbupat26-7-4,48 lbdownand42 lbupat28-7-4,48 lbdownand42 lbupat30-7-4, 48 lbdownand42 lbupat32-7-4,48 lbdownand42 lbupat34-7-4,48 lbdownand42 lbupat36-7-4,48 lbdownand42lbupat38-7-4,48 lbdownand42 lbupat 40-7-4,48 lbdownand42lbupat42-7-4,48 lbdownand42lbupat44-7-4,and48 lbdownand42 lbupat46-7-4,and50 lbdownand38 lbupat48-7-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-15=-61,16-29=-20 ConcentratedLoads(lb) Vert:26=-32(B),6=-90(B),13=-90(B),18=-32(B),33=-101(B),34=-70(B),35=-31(B),36=-90(B),37=-90(B),39=-90(B),40=-90(B),41=-90(B),43=-90 (B),44=-90(B),45=-90(B),46=-90(B),47=-90(B),48=-90(B),49=-90(B),50=-90(B),51=-90(B),52=-90(B),53=-90(B),54=-90(B),55=-90(B),56=-102 (B),57=-40(B),58=-48(B),59=-115(B),60=-32(B),61=-32(B),62=-32(B),63=-32(B),64=-32(B),65=-32(B),66=-32(B),67=-32(B),68=-32(B),69=-32 (B),70=-32(B),71=-32(B),72=-32(B),73=-32(B),74=-32(B),75=-32(B),76=-32(B),77=-32(B),78=-36(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T25 1 22004767-12T HalfHipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:49 Page: 2 ID:tx3uni66_IstRpq6GBZgkKzoTla-jurge_62jTjwt1?bdOZYrb6IByXYWbjqXkgxGfzoTA8 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 3 12 =4x8 1.5x4 6x6 =5x12 3x6 =3x4 900.00 lb 50.00 lb/ft to40.00 lb/ft 7 1 6 5 2 11 12 3 4 B1 HW1 1-10-12 -1-10-12 5-10-0 13-0-0 7-2-0 7-2-0 0-5-8 13-0-0 5-4-8 12-6-8 7-2-0 7-2-0 0-6-10 Scale = 1:33.8 Plate Offsets(X,Y):[2:Edge,0-1-8], [5:0-3-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.96 Vert(LL)0.245-6>641360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.90 Vert(CT)-0.215-6>740240 TCDL 10.0 RepStress Incr NO WB 0.80 Horz(CT)-0.07 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:52 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF1650F1.5E WEBS 2x4SPFStud*Except*W4:2x6SPF No.2 WEDGE Left:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-1-9ocbracing. WEBS 1 Rowatmidpt 3-5 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1008/0-4-0,(min.0-1-13),7=1125/0-6-0,(min.0-1-8) Max Horiz2=160(LC12) Max Uplift2=-620(LC12),7=-693(LC12) Max Grav2=1144(LC2),7=1270(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-2733/2476,11-12=-2719/2477,3-12=-2641/2491,5-7=-1270/1219,4-5=-297/251 BOT CHORD 2-6=-2510/2593,5-6=-2510/2593 WEBS 3-5=-2658/2575 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-10-12 to1-1-4, Interior(1)1-1-4 to12-6-8zone; cantileverleftexposed ; end vertical leftexposed;porchleftandrightexposed;C-Cformembersand forces& MWFRS forreactionsshown;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;Min. flatroof snow loadgoverns. 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)Bearingat joint(s)7considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding620 lbupliftatjoint2and693 lbupliftat joint7. 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)1017 lbdownand1063 lbupat7-2-0on top chord.Thedesign/selection of such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,5-8=-20 ConcentratedLoads(lb) Vert:3=-900 TrapezoidalLoads(lb/ft) Vert:3=-101-to-4=-92 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T26 3 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:52 Page: 1 ID:zFODMmDnldMb8zjdVSdlKhzpo88-fYUsdULyFJ7DfyyFFuO?6cPQXctAT8fduBnRQ2zoT9r DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 3 12 =3x5 6x6 =3x6 900.00 lb 5 1 4 2 9 10 3 B1 HW1 1-10-12 -1-10-12 7-6-0 7-6-0 0-5-8 7-6-0 7-0-8 7-0-8 0-6-10 Scale = 1:29.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)0.234-8>378360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.54 Vert(CT)-0.264-8>339240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.03 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:27 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x6SPF No.2*Except*W1:2x4SPFStud WEDGE Left:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=394/0-4-0,(min.0-1-8),5=1105/0-6-0,(min.0-1-8) Max Horiz2=101(LC12) Max Uplift2=-260(LC12),5=-672(LC12) Max Grav2=459(LC23),5=1247(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-396/296,4-5=-1247/1535,3-4=-1175/1447 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-10-12 to1-1-4, Interior(1)1-1-4 to7-0-8 zone; cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;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;Min. flatroof snow loadgoverns. 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)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding260 lbupliftatjoint2and672 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)1017 lbdownand1289 lbupat7-0-8on top chord.Thedesign/selection of such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,4-6=-20 ConcentratedLoads(lb) Vert:3=-900 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T27 6 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:52 Page: 1 ID:3hmkZ0I_kGtx6nD7JdH?XfzpoBw-fYUsdULyFJ7DfyyFFuO?6cPQTcznTK9duBnRQ2zoT9r DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 4x6 4x4 1.5x4 =6x6 1.5x4 =3x8 =3x4 3x4 12 9 8 7 13 6 1 2 4 511103 T2 B1 1-5-12 -1-5-12 2-8-8 2-8-8 3-9-12 6-6-4 3-9-12 10-4-0 2-6-12 2-6-12 3-9-12 10-4-0 3-11-8 6-6-4 1-2-6 0-1-11 Scale = 1:29 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.63 Vert(LL)0.077-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.087-8>999240 TCDL 10.0 RepStress Incr NO WB 0.31 Horz(CT)0.00 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=409/0-6-0,(min.0-1-8),9=484/0-4-0,(min.0-1-8) Max Horiz9=67(LC9) Max Uplift6=-301(LC9),9=-307(LC9) Max Grav6=520(LC33),9=575(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-476/253,2-3=-445/340,3-10=-638/398,4-10=-641/398,4-11=-638/396,5-11=-638/396,5-6=-489/280 BOT CHORD 8-9=-292/353,8-12=-293/357,7-12=-293/357 WEBS 3-7=-137/334,4-7=-404/194,5-7=-445/712 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;porch leftandrightexposed;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 tobearingplatecapableofwithstanding307 lbupliftatjoint9and301 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)41 lbdownand154lbupat2-8-8,36 lbdownand48 lbupat4-9-4,and 36 lbdownand48 lbupat6-9-4,and36 lbdownand48lbupat8-9-4on top chord,and53 lbdownand81 lbupat2-8-8,15 lbdownand35 lbupat4-9-4,and15 lbdown and35 lbupat6-9-4,and15 lbdownand35lbupat8-9-4onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 12)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=-51,2-3=-51,3-5=-61,6-9=-20 ConcentratedLoads(lb) Vert:3=-9(F),8=1(F),4=-4(F),7=-1(F),10=-4(F),11=-4(F),12=-1(F),13=-1(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T28 1 12004767-12T Jack-Closed Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:53 Page: 1 ID:Si6u3Fd48vryh8rod1m8L_zoTfl-7k2ErqLa0cF4H6WRobvEfpxfT0JSCjdm7rX?yUzoT9q DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =3x4 4x6 1.5x4 =6x6 =3x4 3x4 7 6 5 1 2 8 9 411103 T2 B1 1-5-12 -1-5-12 4-8-8 4-8-8 5-7-8 10-4-0 4-6-12 4-6-12 5-9-4 10-4-0 1-2-6 0-1-11 Scale = 1:32 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.58 Vert(LL)0.065-6>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.105-6>999240 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:41 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor9-10-6ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=389/0-6-0,(min.0-1-8),7=460/0-4-0,(min.0-1-8) Max Horiz7=108(LC16) Max Uplift5=-208(LC13),7=-160(LC13) Max Grav5=475(LC37),7=606(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-539/362,2-8=-437/310,8-9=-424/312,3-9=-393/330,4-5=-250/126 BOT CHORD 6-7=-342/325,5-6=-337/322 WEBS 3-5=-319/358 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to4-8-8,Exterior(2E)4-8-8 to8-11-7, Interior(1)8-11-7 to10-2-4 zone;cantilever leftexposed ; endvertical leftexposed;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=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 tobearingplatecapableofwithstanding160 lbupliftatjoint7and208 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T29 1 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:54 Page: 1 ID:iKrHw0AN?Ezo1pdO7v39X_zoTdl-cxcc29MDnwNxvG5dMJRTB1Uq_PhSxATwMVGYVxzoT9p DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 5x6 1.5x4 =6x6 =3x4 3x4 7 6 5 1 2 8 9 4103 T2 B1 1-5-12 -1-5-12 3-7-8 10-4-0 6-8-8 6-8-8 3-9-4 10-4-0 6-6-12 6-6-12 1-2-6 0-1-11 Scale = 1:35.1 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.74 Vert(LL)0.066-7>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.096-7>999240 TCDL 10.0 RepStress Incr YES WB 0.26 Horz(CT)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=378/0-6-0,(min.0-1-8),7=451/0-4-0,(min.0-1-8) Max Horiz7=150(LC16) Max Uplift5=-200(LC13),7=-136(LC13) Max Grav5=411(LC37),7=658(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-597/328,2-8=-448/213,8-9=-358/218,3-9=-307/237 BOT CHORD 6-7=-288/276,5-6=-282/271 WEBS 3-5=-424/439 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to6-8-8,Exterior(2E)6-8-8 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;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 tobearingplatecapableofwithstanding136 lbupliftatjoint7and200 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T30 1 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:54 Page: 1 ID:35DSgAsVpR1rlQv9Pg3IpozoTct-cxcc29MDnwNxvG5dMJRTB1UoSPiexAawMVGYVxzoT9p DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =4x6 5x6 1.5x4 3x4 =3x4 =6x6 =6x6 3x4 9 8 7 6 1 2 10 3 11 54 T2 B1 1-5-12 -1-5-12 4-4-8 8-8-8 4-4-0 4-4-0 1-7-8 10-4-0 1-9-4 10-4-0 4-2-12 8-6-12 4-4-0 4-4-0 1-2-6 0-1-11 Scale = 1:38.2 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)-0.057-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.097-8>999240 TCDL 10.0 RepStress Incr YES WB 0.30 Horz(CT)0.01 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:53 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-5. BOT CHORD Rigid ceilingdirectlyappliedor9-5-5ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=362/0-6-0,(min.0-1-8),9=446/0-4-0,(min.0-1-8) Max Horiz9=193(LC16) Max Uplift6=-187(LC13),9=-116(LC13) Max Grav6=448(LC38),9=687(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-591/311,2-10=-558/237,3-10=-504/254 BOT CHORD 8-9=-382/400,7-8=-382/400 WEBS 3-7=-310/315,4-7=-271/289,4-6=-506/428 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to8-8-8,Exterior(2E)8-8-8 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;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 tobearingplatecapableofwithstanding116 lbupliftat joint9and187 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T31 1 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:55 Page: 1 ID:vcDsnHyaNOVxAPMeEHBe?_zoTbS-47A_GVNrXEVoWPgqw0yikE1zep?mgd93a9061NzoT9o DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =3x4 4x6 1.5x4 3x4 =3x4 3x4 7 6 5 1 2 8 3 9 10 4 B1 1-5-12 -1-5-12 5-2-0 5-2-0 5-2-0 10-4-0 5-2-0 5-2-0 5-2-0 10-4-0 1-2-6 Scale = 1:40.7 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.56 Vert(LL)-0.045-6>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.075-6>999240 TCDL 10.0 RepStress Incr YES WB 0.28 Horz(CT)0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:45 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-8-11ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=349/0-6-0,(min.0-1-8),7=445/0-4-0,(min.0-1-8) Max Horiz7=228(LC16) Max Uplift5=-184(LC16),7=-102(LC13) Max Grav5=452(LC23),7=507(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-432/291,2-8=-426/169,3-8=-394/189 BOT CHORD 6-7=-360/319,5-6=-360/319 WEBS 3-5=-371/426 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to10-2-4 zone; cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;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)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding102 lbupliftatjoint7and184 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 ClayLot33 T32 6 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:55 Page: 1 ID:cLPwa8hr08BH_nXMJboxzrzoTaV-47A_GVNrXEVoWPgqw0yikE10?p20gdU3a9061NzoT9o DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =4x6 5x6 1.5x4 3x4 =3x4 =6x6 =6x6 3x4 9 8 7 6 1 2 10 3 11 54 T2 B1 1-5-12 -1-5-12 4-5-0 8-10-0 4-5-0 4-5-0 1-6-0 10-4-0 1-7-12 10-4-0 4-3-4 8-8-4 4-5-0 4-5-0 1-2-6 0-1-11 Scale = 1:38.4 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.72 Vert(LL)-0.057-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.097-8>999240 TCDL 10.0 RepStress Incr YES WB 0.32 Horz(CT)0.01 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:54 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-5. BOT CHORD Rigid ceilingdirectlyappliedor9-5-7ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=361/0-6-0,(min.0-1-8),9=446/0-4-0,(min.0-1-8) Max Horiz9=195(LC16) Max Uplift6=-186(LC13),9=-115(LC13) Max Grav6=454(LC38),9=688(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-593/309,2-10=-560/232,3-10=-506/249 BOT CHORD 8-9=-381/401,7-8=-381/401 WEBS 3-7=-323/325,4-7=-275/296,4-6=-518/434 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to8-10-0,Exterior(2E)8-10-0 to10-2-4 zone; cantilever leftexposed ; end vertical 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=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 tobearingplatecapableofwithstanding115 lbupliftat joint9and186 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T33 1 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:55 Page: 1 ID:oG9MbLRkPB?UQIGHxcvUUwzoTZX-47A_GVNrXEVoWPgqw0yikE1zYp?ngd_3a9061NzoT9o DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 5x6 1.5x4 =6x6 =3x4 3x4 7 6 5 1 2 8 9 4103 T2 B1 1-5-12 -1-5-12 3-6-0 10-4-0 6-10-0 6-10-0 3-7-12 10-4-0 6-8-4 6-8-4 1-2-6 0-1-11 Scale = 1:35.3 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.75 Vert(LL)0.066-7>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.27 Vert(CT)-0.106-7>999240 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=377/0-6-0,(min.0-1-8),7=450/0-4-0,(min.0-1-8) Max Horiz7=153(LC16) Max Uplift5=-199(LC13),7=-135(LC13) Max Grav5=406(LC37),7=660(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-600/330,2-8=-447/207,8-9=-353/211,3-9=-304/230 BOT CHORD 6-7=-284/273,5-6=-278/269 WEBS 3-5=-435/448 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to6-10-0,Exterior(2E)6-10-0 to10-2-4 zone; cantilever leftexposed ; end vertical 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=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 tobearingplatecapableofwithstanding135 lbupliftatjoint7and199 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T34 1 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:56 Page: 1 ID:hr_8886ES5wgXlzsfgONCWzoTYg-YJkMTrOTIXdf8ZF0UjTxHSZ8oDOwP4?DpplfZpzoT9n DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 =3x4 4x6 1.5x4 =6x6 =3x4 3x4 7 6 5 1 2 8 9 411103 T2 B1 1-5-12 -1-5-12 4-10-0 4-10-0 5-6-0 10-4-0 4-8-4 4-8-4 5-7-12 10-4-0 1-2-6 0-1-11 Scale = 1:32.2 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)0.065-6>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)-0.095-6>999240 TCDL 10.0 RepStress Incr YES WB 0.26 Horz(CT)0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:41 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor9-11-3ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=388/0-6-0,(min.0-1-8),7=459/0-4-0,(min.0-1-8) Max Horiz7=111(LC16) Max Uplift5=-208(LC13),7=-158(LC13) Max Grav5=472(LC37),7=610(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-544/361,2-8=-438/304,8-9=-421/306,3-9=-390/325 BOT CHORD 6-7=-340/317,5-6=-334/314 WEBS 3-5=-321/362 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to4-10-0,Exterior(2E)4-10-0 to9-0-15, Interior(1)9-0-15 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed; porchleftandrightexposed;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 tobearingplatecapableofwithstanding158 lbupliftatjoint7and208 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T35 1 12004767-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:56 Page: 1 ID:6nIPcEARk70B4Himp8z0n4zoTXI-YJkMTrOTIXdf8ZF0UjTxHSZAKDN4P41DpplfZpzoT9n DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 4x6 4x4 1.5x4 =6x6 =3x8 1.5x4 =3x4 3x4 9 8 13 714 15 6 1 2 4 51112103 T2 B1 1-5-12 -1-5-12 3-9-0 6-7-0 2-10-0 2-10-0 3-9-0 10-4-0 2-8-4 2-8-4 3-9-0 10-4-0 3-10-12 6-7-0 1-2-6 0-1-11 Scale =1:29.2 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.64 Vert(LL)0.077-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.087-8>999240 TCDL 10.0 RepStress Incr NO WB 0.30 Horz(CT)0.006n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals,and2-0-0ocpurlins(6-0-0max.):3-5. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=424/0-6-0,(min.0-1-8),9=496/0-4-0,(min.0-1-8) MaxHoriz9=68(LC52) MaxUplift6=-311(LC9),9=-302(LC9) MaxGrav6=523(LC33),9=589(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-9=-489/252,2-3=-452/338,3-10=-618/391,4-10=-621/391,4-11=-618/390,11-12=-618/390,5-12=-618/390, 5-6=-492/289 BOTCHORD 8-9=-292/358,8-13=-292/362,7-13=-292/362 WEBS 5-7=-442/699,3-7=-132/298,4-7=-399/199 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end vertical leftexposed;porch 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=1.15Plate 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 capableofwithstanding302 lbupliftat joint9and311 lbupliftat joint6. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)55 lbdownand146 lbupat2-10-0,41 lbdownand51 lbupat4-10-12, and41 lbdownand51 lbupat6-10-12,and41 lbdownand51lbupat8-10-12on top chord,and56lbdownand84lbupat2-10-0,16 lbdownand36 lbupat4-10-12, and16 lbdownand36 lbupat6-10-12,and16 lbdownand36lbupat8-10-12onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityof others. 12)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) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot33 T36 1 12004767-12T Jack-ClosedGirder JobReference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc.TueFeb0417:19:56 Page: 1 ID:tsqIQbhnr1IE7kvrHzjsUxzoTWe-YJkMTrOTIXdf8ZF0UjTxHSZ9VDL1P4SDpplfZpzoT9n Continuedonpage 2 DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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:3=-18(B),8=0(B),10=-9(B),11=-9(B),12=-9(B),13=-3(B),14=-3(B),15=-3(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 T36 1 12004767-12T Jack-ClosedGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0417:19:56 Page: 2 ID:tsqIQbhnr1IE7kvrHzjsUxzoTWe-YJkMTrOTIXdf8ZF0UjTxHSZ9VDL1P4SDpplfZpzoT9n DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 4x4 3x4 3x4 1 3 6 2 B1 0-4-2 0-4-2 3-8-9 4-0-11 4-0-11 Scale = 1:30.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=139/4-0-11,(min.0-1-8),3=139/4-0-11,(min.0-1-8) Max Horiz1=125(LC13) Max Uplift1=-17(LC16),3=-70(LC16) Max Grav1=180(LC22),3=200(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-181/252 BOT CHORD 1-3=-283/248 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to3-11-4 zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;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)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding70 lbupliftat joint3and17 lbupliftat joint1. 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 ClayLot33 V01 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:57 Page: 1 ID:zudrfweVTK6M3FI7rZf1QKzoWPK-0WIlhBP53rlWmjqC1R_Apf6RUdkB8bOM2TVC5GzoT9m DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 3x4 3x4 1 3 2 B1 2-10-5 2-10-5 0-0-4 Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-10-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=96/2-10-5,(min.0-1-8),3=96/2-10-5,(min.0-1-8) Max Horiz1=84(LC13) Max Uplift1=-13(LC16),3=-48(LC16) Max Grav1=133(LC22),3=133(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=5.0psf;BCDL=5.0psf;h=30ft; 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 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)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding48 lbupliftat joint3and13 lbupliftat joint1. 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 ClayLot33 V02 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:57 Page: 1 ID:vGlb4cfm?yM3JZSWz_iVVlzoWPI-0WIlhBP53rlWmjqC1R_Apf6ThdmM8bOM2TVC5GzoT9m DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 3x4 3x4 1 3 2 B1 1-7-14 1-7-14 0-0-4 Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.03 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:5 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=54/1-7-14,(min.0-1-8),3=54/1-7-14,(min.0-1-8) Max Horiz1=43(LC13) Max Uplift1=-8(LC16),3=-26(LC16) Max Grav1=69(LC22),3=69(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; 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 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)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding26 lbupliftat joint3and8 lbupliftat joint1. 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 ClayLot33 V03 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:57 Page: 1 ID:rfsMVIh0XZcnYtbu4OkzaAzoWPG-0WIlhBP53rlWmjqC1R_Apf6Uodon8bOM2TVC5GzoT9m DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 3x4 3x4 1 3 2 B1 2-1-13 2-1-13 1-1-3 0-0-4 1-1-3 Scale = 1:23.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:5 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-1-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=71/2-1-13,(min.0-1-8),3=71/2-1-13,(min.0-1-8) Max Horiz1=35(LC13) Max Uplift1=-18(LC16),3=-27(LC16) Max Grav1=89(LC22),3=89(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=5.0psf;BCDL=5.0psf;h=30ft; 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 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)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding27 lbupliftat joint3and18 lbupliftat joint1. 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 ClayLot33 V04 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:58 Page: 1 ID:kQ6tLgkXao6D1UvgJEpvl0zoWPC-Uis7uXPjq9tMNtPPb8VPMtffM18lt2eVH7EmeizoT9l DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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. 3 12 6 12 3x8 1.5x4 5x6 3x4 3x4 1 5 4 8 2 3 B1 1-9-0 9-2-11 7-5-11 7-5-11 9-2-11 0-0-4 Scale = 1:28.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.85 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.02 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-2-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=228/9-2-11,(min.0-1-8),4=-67/9-2-11,(min.0-1-8), 5=481/9-2-11,(min.0-1-8) Max Horiz1=109(LC13) Max Uplift1=-70(LC12),4=-98(LC22),5=-157(LC16) Max Grav1=278(LC22),4=49(LC12),5=597(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-8=-831/535,1-8=-816/537 BOT CHORD 1-5=-698/801 WEBS 2-5=-244/289 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-1-0 to3-1-0,Exterior(2N)3-1-0 to9-1-15zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;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;Min. flatroof snow loadgoverns. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding98 lbupliftat joint4,70 lbupliftatjoint1and157 lbupliftat joint5. 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 ClayLot33 V05 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:58 Page: 1 ID:KC3tYijzG_Ras4AQ6SH74JzoWNw-Uis7uXPjq9tMNtPPb8VPMtfWb1xHt1FVH7EmeizoT9l DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 3x4 3x4 1 7 6 5 10 13 2 4 11 12 3 B1 3-10-0 11-9-13 7-11-13 7-11-13 11-9-13 0-0-4 Scale = 1:40.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:44 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 withStabilizer Installationguide.REACTIONS Allbearings11-9-13. (lb)-Max Horiz1=222(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,6except7=-252(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=319(LC 29),7=430(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-324/404 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to8-0-2,Corner(3R)8-0-2 to11-0-2,Exterior(2N)11-0-2 to11-8-6 zone;cantileverleftandrightexposed ; 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)5,1,6except(jt=lb)7=252. 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 ClayLot33 V06 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:58 Page: 1 ID:h9slbPn55W4tzs3Ov0sJmMzoWNr-Uis7uXPjq9tMNtPPb8VPMtfay17qt?cVH7EmeizoT9l DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 3x4 3x4 1 7 6 5 2 412 10 11 3 B1 3-10-0 10-7-6 6-9-6 6-9-6 10-7-6 0-0-4 Scale = 1:37.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:38 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 withStabilizer Installationguide.REACTIONS Allbearings10-7-6. (lb)-Max Horiz1=181(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,6except7=-219(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=325(LC 29),7=368(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-297/400 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to2-9-11,Exterior(2N)2-9-11 to6-9-11, Corner(3R)6-9-11 to9-9-11,Exterior(2N)9-9-11 to10-5-15 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)5,1,6except(jt=lb)7=219. 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 ClayLot33 V07 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:58 Page: 1 ID:dY_W05pMd8KbC9Cm1QvnsnzoWNp-Uis7uXPjq9tMNtPPb8VPMtfay17_t0VVH7EmeizoT9l DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 3x6 1.5x4 =4x4 1.5x4 3x4 3x4 1 7 6 5 2 4 11 12 14 13 3 B1 3-10-0 9-5-0 5-7-0 5-7-0 9-5-0 0-0-4 Scale = 1:34.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:31 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 withStabilizer Installationguide.REACTIONS Allbearings9-5-0. (lb)-Max Horiz1=139(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)5,6,7, 1 Max GravAllreactions250(lb)or lessat joint(s)5,1except6=347(LC 29),7=305(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-323/468 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; 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 to9-3-9 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5,6,7,1. 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 ClayLot33 V08 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:59 Page: 1 ID:17gee7rEw3iA3dxLiZSUTQzoWNm-Uis7uXPjq9tMNtPPb8VPMtfay17et0OVH7EmeizoT9l DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x8 =4x4 1.5x4 =4x4 =3x5 6 5 4 1 3 12 15 13 14 2 B2B1 HW2 3-10-0 8-2-10 4-4-10 4-4-10 8-2-10 0-0-4 0-5-12 Scale = 1:31.4 Plate Offsets(X,Y):[1:0-4-9,0-1-5], [3:0-0-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:26 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x6SPF No.2*Except*B1:2x4SPF No.2 OTHERS 2x4SPFStud WEDGE Right:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor0-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings8-3-12. (lb)-Max Horiz6=90(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)3except5=-116(LC16) Max GravAllreactions250(lb)or lessat joint(s)6,3except5=675(LC 22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-12=-507/353,12-13=-134/253,2-13=-130/321,2-14=-125/275,14-15=-129/253 BOT CHORD 1-5=-210/253,4-5=-210/253,3-4=-214/267 WEBS 2-5=-504/382 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-4-13 to3-4-13, Interior(1)3-4-13 to4-4-14,Exterior(2R)4-4-14 to7-4-14, Interior(1)7-4-14 to8-2-14 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)3,3except(jt=lb)5=116. 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 ClayLot33 V09 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:59 Page: 1 ID:u_3djwmttqrKVw0ifEghrLzoUTD-yuQV5tQLbS?D?1_b9s0eu4Bm8QOmcTYfVn_JA8zoT9k DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 =4x4 1.5x4 3x4 1 3 4 109 2 B1 0-4-2 6-4-6 2-10-1 6-0-4 3-2-3 3-2-3 6-4-6 0-0-4 Scale = 1:28.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-4-6ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=43/6-4-6,(min.0-1-8),3=43/6-4-6,(min.0-1-8),4=364/6-4-6, (min.0-1-8) Max Horiz1=-67(LC12) Max Uplift3=-8(LC12),4=-105(LC16) Max Grav1=77(LC22),3=78(LC23),4=411(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-277/305 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; 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 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 tobearingplatecapableofwithstanding8lbupliftat joint3and105 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 ClayLot33 V10 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:59 Page: 1 ID:WblSQH3XgbzcDOJplLniCDzoWNU-yuQV5tQLbS?D?1_b9s0eu4BohQRCcUQfVn_JA8zoT9k DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 12 3x4 =3x4 3x4 1 3 2 B1 0-4-2 3-11-10 1-7-11 3-7-8 1-11-13 1-11-13 3-11-10 0-0-4 Scale = 1:26 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=140/3-11-10,(min.0-1-8),3=140/3-11-10,(min.0-1-8) Max Horiz1=-40(LC12) Max Uplift1=-30(LC16),3=-30(LC17) Max Grav1=165(LC22),3=165(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=5.0psf;BCDL=5.0psf;h=30ft; 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 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 tobearingplatecapableofwithstanding30 lbupliftat joint1and30 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 ClayLot33 V11 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:19:59 Page: 1 ID:SztCry5nCCDKThTBtmpAHezoWNS-yuQV5tQLbS?D?1_b9s0eu4BpIQSWcVufVn_JA8zoT9k DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 =3x4 =3x4 =3x4 3x4 111 19 18 17 1615 14 13 12 2 102627 3 9 5 24625 74 8 T2 B1 B2 0-6-15 30-0-0 8-11-1 29-5-1 9-6-0 9-6-0 11-0-0 20-6-0 30-0-0 0-0-4 0-1-11 Scale =1:51.3 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.0111n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):4-8. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings30-0-0. (lb)-MaxHoriz1=-87(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)14,17except12=-118(LC 17),13=-114(LC17),15=-103(LC12),18=-117(LC16), 19=-123(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,11except12=431(LC 40),13=411(LC40),14=380(LC39),15=449(LC39),17=379 (LC39),18=418(LC40),19=390(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 6-15=-368/163,5-17=-299/111,3-18=-336/170,2-19=-313/220,7-14=-299/111,9-13=-333/171,10-12=-331/206 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-7-7 to3-7-7,Exterior(2N)3-7-7 to9-6-8, Corner(3R)9-6-8 to12-6-8,Exterior(2N)12-6-8to20-6-8, Corner(3R)20-6-8 to23-6-8,Exterior(2N)23-6-8 to30-0-8 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 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; 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. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)17,14except(jt=lb)15=103,18=117,19=122,13=114, 12=118. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 V12 1 12004767-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:19:59 Page: 1 ID:hUf1egv9nnNRQ1xKDNK03zzoYRO-yuQV5tQLbS?D?1_b9s0eu4Bn4QSLcTRfVn_JA8zoT9k DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 =3x4 =3x4 =3x4 3x4 91 15 1413 12 11 10 232024 82 735212246 T2 B1 B2 0-6-15 26-0-0 7-0-0 16-6-0 8-11-1 25-5-1 9-6-0 9-6-0 26-0-0 0-0-4 0-1-11 Scale =1:45.3 Plate Offsets(X,Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.0010n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:79 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings26-0-0. (lb)-MaxHoriz1=-87(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,9,11,12,14except 10=-174(LC17),15=-170(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=572(LC 40),11=349(LC40),12=468(LC39),14=362(LC40),15=534 (LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 5-12=-383/144,3-14=-297/119,2-15=-404/243,7-11=-291/114,8-10=-422/238 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-7-7 to3-7-7,Exterior(2N)3-7-7 to9-6-8, Corner(3R)9-6-8 to12-6-8,Exterior(2N)12-6-8to16-6-8, Corner(3R)16-6-8 to19-6-8,Exterior(2N)19-6-8 to26-0-8 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 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; 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. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,9,12,14,11except(jt=lb)15=170,10=173. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 V13 1 12004767-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:20:00 Page: 1 ID:Q?63FstMSyoWigBrUxZzQ0zoVul-Q5ztJDRzMm74dBZnjZYtRIkw6qlvLwbokRjtiazoT9j DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 =3x4 =3x4 =3x4 3x4 1 9 15 1413 12 11 10 82 22 20 21 73 54 6 T2 B1 B2 0-6-15 22-0-0 3-0-0 12-6-0 8-11-1 21-5-1 9-6-0 9-6-0 22-0-0 0-0-4 0-1-11 Scale =1:39.4 Plate Offsets(X,Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.009n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:65 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings22-0-0. (lb)-MaxHoriz1=-83(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,12except10=-119(LC 17),11=-117(LC17),13=-120(LC16),15=-122(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=430(LC 40),11=409(LC40),12=312(LC39),13=409(LC40),15=430 (LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-13=-332/172,2-15=-331/207,7-11=-332/174,8-10=-331/207 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to9-6-8, Corner(3E)9-6-8 to12-6-8, Corner(3R)12-6-8 to15-6-8,Exterior(2N)15-6-8 to22-0-8 zone; cantilever leftandright exposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 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; 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. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,12except(jt=lb)13=119,15=121,11=116,10=119. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot33 V14 1 12004767-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0417:20:00 Page: 1 ID:JxZ_ekZAUzRfVBulhL4o5YzoVsZ-Q5ztJDRzMm74dBZnjZYtRIkzZqocLxcokRjtiazoT9j DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 1.5x4 1.5x4 =3x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 1 5 9 8 7 6 14 17 18 1615 2 4 3 B1 B2 0-6-15 18-0-0 8-5-1 17-5-1 9-0-0 9-0-0 18-0-0 0-0-4 Scale = 1:34.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:51 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings18-0-0. (lb)-Max Horiz1=-80(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,7except6=-177(LC 17),9=-178(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=464(LC 23),7=400(LC2),9=464(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 3-7=-349/123,2-9=-343/267,4-6=-343/266 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to9-0-8,Corner(3R)9-0-8 to12-0-8,Exterior(2N)12-0-8 to18-0-8 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)1,5,7except(jt=lb)9=177,6=176. 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 ClayLot33 V15 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:20:00 Page: 1 ID:gvNthRdJIV3xbynjUugzobzoVsU-Q5ztJDRzMm74dBZnjZYtRIkx9qnOLwxokRjtiazoT9j DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 1 5 8 7 6 1413 42 15 3 B1 0-6-15 14-0-0 6-5-1 13-5-1 7-0-0 7-0-0 14-0-0 0-0-4 Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:38 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings14-0-0. (lb)-Max Horiz1=62(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,7except6=-136(LC 17),8=-137(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=381(LC 23),7=309(LC2),8=381(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-310/262,4-6=-310/262 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to7-0-8,Corner(3R)7-0-8 to10-0-8,Exterior(2N)10-0-8 to14-0-8 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)1,5,7except(jt=lb)8=136,6=135. 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 ClayLot33 V16 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:20:01 Page: 1 ID:cHUd67eZq6JfrGw6bJiRu0zoVsS-uHXFWZSc74FxEK8zGH36_VH79E8r4O8yz5TQF1zoT9i DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x5 1.5x4 =4x4 3x5 1 3129 4 1110 13 2 B1 0-6-15 10-0-0 4-5-1 9-5-1 5-0-0 5-0-0 10-0-0 0-0-4 Scale = 1:27.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:25 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=31/10-0-0,(min.0-1-8),3=31/10-0-0,(min.0-1-8), 4=645/10-0-0,(min.0-1-8) Max Horiz1=-43(LC17) Max Uplift1=-29(LC23),3=-29(LC22),4=-148(LC16) Max Grav1=86(LC22),3=86(LC23),4=729(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-10=-282/354,10-13=-273/360,2-13=-272/398,2-11=-271/398,3-11=-281/354 BOT CHORD 1-4=-322/355,3-4=-322/355 WEBS 2-4=-538/453 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to5-0-8,Corner(3R)5-0-8 to8-0-8,Exterior(2N)8-0-8 to10-0-8 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 tobearingplatecapableofwithstanding29 lbupliftat joint1,29 lbupliftatjoint3and148 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 ClayLot33 V17 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:20:01 Page: 1 ID:1sAmk9hR71hEijfgHSG8VfzoVsP-uHXFWZSc74FxEK8zGH36_VH5bE4F4NCyz5TQF1zoT9i DE Job# 72166-W1 Dansco Engineering, LLC Date: 02/05/2020 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 3x4 =4x4 1.5x4 3x4 1 3 4 2 B1 0-6-15 6-0-0 2-5-1 5-5-1 3-0-0 3-0-0 6-0-0 0-0-4 Scale = 1:24.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:14 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=52/6-0-0,(min.0-1-8),3=52/6-0-0,(min.0-1-8),4=320/6-0-0, (min.0-1-8) Max Horiz1=-25(LC17) Max Uplift1=-18(LC16),3=-23(LC17),4=-66(LC16) Max Grav1=85(LC22),3=85(LC23),4=362(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-227/260 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; 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 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 tobearingplatecapableofwithstanding18 lbupliftat joint1,23 lbupliftatjoint3and66 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 ClayLot33 V18 1 12004767-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0417:20:01 Page: 1 ID:RRrvNAjKQy3pZBOFyapr7HzoVsM-uHXFWZSc74FxEK8zGH36_VH9pE8O4O8yz5TQF1zoT9i