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42240037 - WWC 37 - Truss Details
DE 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: 2005245-12T 73 truss design(s) 74982-W1 06/11/2020 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 # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 3x4 2x4 5 4 1 2 3 W1 T1 B1 Scale = 1:22.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)0.00 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)0.00 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=26/Mechanical,(min.0-1-8),4=13/Mechanical,(min.0-1-8), 5=161/0-6-0,(min.0-1-8) Max Horiz5=63(LC13) Max Uplift3=-42(LC16),4=-7(LC16),5=-13(LC16) Max Grav3=43(LC30),4=33(LC7),5=231(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategrip 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 tobearingplatecapableofwithstanding13 lbupliftat joint5,7lbupliftatjoint4and42 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 ClayLot37 J01 6 12005245-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:38 Page: 1 ID:aDMWtPkWyHzd9ZWrU?9wMay7Sa8-ebLPD33HPifQfzbYvfrgXG16U_19LESrN2iNpmz7i77 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 6.0512 2x4 1.5x4 5 4 1 2 W1 T1 B1 Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT)0.00 4-5 >999 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-5-15ocpurlins, 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=-13/Mechanical,(min. 0-1-8),5=196/0-10-10,(min.0-1-8) Max Horiz5=63(LC11) Max Uplift3=-104(LC18),4=-32(LC27),5=-66(LC12) Max Grav3=50(LC8),4=14(LC8),5=307(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-280/71 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftexposed ; 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 tobearingplatecapableofwithstanding32 lbupliftat joint4,104 lbupliftat joint3and66 lbupliftat joint5. 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=-19(F=16,B=16),5=0(F=10,B=10)-to-4=-7(F=6,B=6) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 J02 1 12005245-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:38 Page: 1 ID:oJ3Gvtt4Xck03XmqgK8ePKy7RAt-ebLPD33HPifQfzbYvfrgXG13S_1XLESrN2iNpmz7i77 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 2x4 1.5x4 1.5x4 3x4 4 3 1 2 W1 T1 W2 B1 Scale = 1:21.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)-0.02 3-4 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.04 3-4 >999 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:32 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)3=968/Mechanical,(min.0-1-8),4=909/0-6-0,(min.0-1-8) Max Horiz4=120(LC9) Max Uplift3=-147(LC9),4=-98(LC12) Max Grav3=1013(LC18),4=954(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)2-ply truss tobe connected togetheras follows:Top chords connectedwith10d(0.131"x3")nailsas follows:2x4-1rowat0-9-0oc. Bottom chords connectedwith10d(0.131"x3")nailsas follows:2x6-2rows staggeredat0-5-0oc. 2)All loadsare consideredequallyapplied toallplies,exceptifnotedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding98 lbupliftat joint4and147 lbupliftat joint3. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1679 lbdownand184 lbupat1-11-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,3-4=-20 ConcentratedLoads(lb) Vert:5=-1632(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 J03 1 22005245-12T Jack-Closed Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:39 Page: 1 ID:rzpvyrpzV21LEpESosH2C2y7OaP-6nvnRP4vA0nHH7AkTMMv3UZFVOE14hi_biSwLCz7i76 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 7 12 =3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:24 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL)0.02 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)-0.02 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:12 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=76/Mechanical,(min.0-1-8),4=36/Mechanical,(min.0-1-8), 5=209/0-6-0,(min.0-1-8) Max Horiz5=96(LC16) Max Uplift3=-77(LC16),4=-1(LC16),5=-13(LC16) Max Grav3=124(LC23),4=67(LC7),5=287(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-256/132 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to3-8-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding13 lbupliftat joint5,77 lbupliftatjoint3and1 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 ClayLot37 J04 2 12005245-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:39 Page: 1 ID:b5tPPNR3ckSxU6za4syM?2y7R7Z-6nvnRP4vA0nHH7AkTMMv3UZGrOMu4hi_biSwLCz7i76 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 7 12 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:22 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.00 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=13/Mechanical,(min.0-1-8),4=9/Mechanical,(min.0-1-8), 5=155/0-6-0,(min.0-1-8) Max Horiz5=59(LC13) Max Uplift3=-34(LC16),4=-9(LC13),5=-14(LC16) Max Grav3=28(LC30),4=26(LC7),5=220(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding14 lbupliftat joint5,9lbupliftatjoint4and34 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 ClayLot37 J05 2 12005245-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:39 Page: 1 ID:x2gIS4VCQH4EbtrXtPYXi5y7R7U-6nvnRP4vA0nHH7AkTMMv3UZHKONc4hi_biSwLCz7i76 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 4.95 12 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:21.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)0.03 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)-0.05 4-5 >999 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.04 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:16 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=94/Mechanical,(min.0-1-8),4=40/Mechanical,(min.0-1-8), 5=192/0-8-2,(min.0-1-8) Max Horiz5=82(LC11) Max Uplift3=-73(LC12),5=-62(LC30) Max Grav3=154(LC19),4=87(LC7),5=257(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding62 lbupliftat joint5and73 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)85 lbdownand33 lbupat2-5-4,and85 lbdownand33 lbupat2-5-4ontop chord,and18 lbdownand17 lbupat2-5-4,and18 lbdownand17 lbupat2-5-4onbottom chord.Thedesign/selectionofsuchconnectiondevice(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:7=2(F=1,B=1) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-31(F=10,B=10),6=-31(F=10,B=10)-to-3=-66(F=-7,B=-7),5=0(F=10,B=10)-to-7=-12(F=4,B=4),7=-12(F=4,B=4)-to-4=-26 (F=-3,B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 J06 1 12005245-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:39 Page: 1 ID:X020ygte7o_qpejVBQboSdy7R7?-6nvnRP4vA0nHH7AkTMMv3UZF4OLg4hi_biSwLCz7i76 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 3x4 3x5 5 4 1 2 3 W1 T1 B1 Scale = 1:22 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)0.03 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(CT)0.03 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:12 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=65/Mechanical,(min.0-1-8),4=31/Mechanical,(min.0-1-8), 5=227/0-4-0,(min.0-1-8) Max Horiz5=96(LC16) Max Uplift3=-74(LC16),4=-29(LC13),5=-18(LC16) Max Grav3=110(LC23),4=62(LC7),5=314(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-280/145 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-1-6-12 to1-5-4, Interior(1)1-5-4 to3-5-12 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 tobearingplatecapableofwithstanding18 lbupliftat joint5,74 lbupliftatjoint3and29 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 ClayLot37 J07 3 12005245-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:39 Page: 1 ID:nI8G_NOd?0PkTFVmDysuiiy7R6K-6nvnRP4vA0nHH7AkTMMv3UZFxOLQ4hi_biSwLCz7i76 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 7 12 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:20 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.00 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-5-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=-14/Mechanical,(min.0-1-8),4=2/Mechanical,(min.0-1-8), 5=190/0-4-0,(min.0-1-8) Max Horiz5=63(LC13) Max Uplift3=-60(LC22),4=-30(LC13),5=-23(LC16) Max Grav3=13(LC14),4=21(LC7),5=274(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding23 lbupliftat joint5,30 lbupliftatjoint4and60 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 ClayLot37 J08 2 12005245-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:39 Page: 1 ID:uoQBjqYmx?2uXE?GTBbxjRy7R67-6nvnRP4vA0nHH7AkTMMv3UZG7ONc4hi_biSwLCz7i76 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 4.9512 3x4 3x5 5 4 1 2 3 W1 T1 B1 Scale = 1:21.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)0.05 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)0.04 4-5 >999 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.06 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:16 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-10-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=50/Mechanical,(min.0-1-8),4=26/Mechanical,(min.0-1-8), 5=180/0-5-5,(min.0-1-8) Max Horiz5=87(LC11) Max Uplift3=-80(LC12),4=-45(LC9),5=-155(LC8) Max Grav3=106(LC19),4=73(LC7),5=254(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding155 lbupliftatjoint5,80 lbupliftat joint3and45 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)70 lbdownand129lbupat2-1-11,and70 lbdownand129 lbupat2-1-11on top chord,and21 lbdownand35 lbupat2-1-11,and21 lbdownand35 lbupat2-1-11onbottom 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:7=67(F=33,B=33),8=3(F=1,B=1) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-7=-28(F=12,B=12),7=-28(F=12,B=12)-to-3=-62(F=-6,B=-6),5=0(F=10,B=10)-to-8=-10(F=5,B=5),8=-10(F=5,B=5)-to-4=-24 (F=-2,B=-2) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 J09 1 12005245-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:40 Page: 1 ID:F1mVKLqalmpmAdhUmo?5c4y7R5n-a_S9el5XxKv8uHlw14t8ch6O0ogzp8y8qMBUtfz7i75 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 4x6 1.5x4 =5x6 2x4 7 6 5 1 2 43 W1 T1 T2 W4 B1 W2 W3 0-1-12 Scale = 1:29.5 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)0.05 5-6 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.05 5-6 >999 240 TCDL 10.0 RepStress Incr NO WB 0.12 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:32 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF 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=447/0-6-0,(min.0-1-8),7=428/0-4-0,(min.0-1-8) Max Horiz7=93(LC12) Max Uplift5=-332(LC9),7=-196(LC12) Max Grav5=462(LC33),7=582(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-494/191,2-3=-335/191 WEBS 3-5=-250/215 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior 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 tobearingplatecapableofwithstanding196 lbupliftatjoint7and332 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. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)164 lbdownand161lbupat3-10-8,and113 lbdownand71 lbupat 5-11-4,and115 lbdownand67 lbupat6-11-4on topchord,and80 lbdownand104 lbupat3-10-8,and23 lbdownand41lbupat5-11-4,and33 lbdownand37 lbupat 6-11-4onbottom chord.Thedesign/selectionof such connectiondevice(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=-51,3-4=-61,5-7=-20 ConcentratedLoads(lb) Vert:6=-16(B),3=-103(B),8=-49(B),9=-67(B),10=-13(B),11=-19(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 J10 1 12005245-12T Jack-Closed Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:40 Page: 1 ID:U1KKnE8tdl54HdgUHGTBgZy7R5N-a_S9el5XxKv8uHlw14t8ch6NAoemp798qMBUtfz7i75 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 3x4 4x4 1.5x4 =5x6 4x6 1.5x4 7 6 5 1 2 43 W1 T1 T2 W4 B1 W2 W3 0-1-12 Scale = 1:32.5 Plate Offsets(X,Y):[2:0-2-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL)0.05 6-7 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.24 Vert(CT)-0.04 6-7 >999 240 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:35 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF 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=246/0-6-0,(min.0-1-8),7=343/0-4-0,(min.0-1-8) Max Horiz7=141(LC16) Max Uplift5=-119(LC13),7=-45(LC16) Max Grav5=279(LC38),7=543(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-490/232,2-8=-263/102 WEBS 3-6=-342/188,3-5=-342/507 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to5-10-8,Exterior(2E)5-10-8 to7-4-4 zone; cantilever leftexposed ; endvertical leftexposed;porchleftandrightexposed;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=1.15Plate 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)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding45 lbupliftat joint7and119 lbupliftatjoint5. 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 ClayLot37 J11 1 12005245-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:40 Page: 1 ID:vQbl7inlwLuPmwosScRssyy7R4X-a_S9el5XxKv8uHlw14t8ch6PeogJp6U8qMBUtfz7i75 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 3x5 1.5x4 3x5 =3x4 1.5x4 7 6 5 1 2 3 4 W1 T1 W4 B1 W3W2 Scale = 1:31.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)-0.02 5-6 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(CT)-0.04 5-6 >999 240 TCDL 10.0 RepStress Incr YES WB 0.11 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:36 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 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)5=233/0-6-0,(min.0-1-8),7=341/0-4-0,(min.0-1-8) Max Horiz7=180(LC16) Max Uplift5=-135(LC16),7=-24(LC13) Max Grav5=325(LC23),7=390(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-324/226 BOT CHORD 7-10=-259/149,10-11=-259/149,6-11=-259/149,5-6=-259/149 WEBS 3-5=-196/354 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to7-4-4 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)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding24 lbupliftat joint7and135 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 J12 11 12005245-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:40 Page: 1 ID:Gew3kD3Yk6gIPIU5kDq0lby7R4B-a_S9el5XxKv8uHlw14t8ch6QHogop7F8qMBUtfz7i75 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 131 23 22 21 20 19 18 17 16 15 14 122 3 11 4 10 5 9 6 8 7 T1 T1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 Scale =1:44.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.11 Horz(CT)0.00 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:93 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings21-10-15. (lb)-MaxHoriz2=-175(LC14),24=-175(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,14,15,16,17,19,20,22, 23,24 Max GravAllreactions250(lb)or lessat joint(s)2,12,15,16,17,18,19, 20,22,24,27except14=254(LC31),23=255(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-3-11 to3-3-11,Exterior(2N)3-3-11 to11-9-10,Corner(3R)11-9-10 to14-9-10,Exterior(2N)14-9-10 to23-3-9 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,19,20,22,23,17,16,15,14,2. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 P01 2 12005245-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:28:41 Page: 1 ID:3x65?BMug0HGjDp2hFJ?afy7hCh-2A0Xr569id1?WRK7anON8vff_C3MYaYH30x1P5z7i74 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 91 15 14 13 12 11 10 82 3 7 4 6 5 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale =1:44.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr NO WB 0.15 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:75 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings21-10-15. (lb)-MaxHoriz2=-175(LC14),16=-175(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,16except10=-116(LC 17),11=-137(LC17),13=-137(LC16),15=-116(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8,16,20except 10=318(LC31),11=388(LC24),12=257(LC2),13=388(LC 23),15=319(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-13=-308/188,6-11=-308/187 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-3-11 to3-3-11, Interior(1)3-3-11 to11-9-10,Exterior(2R)11-9-10 to14-9-10, Interior(1)14-9-10 to23-3-9zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 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)2,2except(jt=lb)13=137,15=116,11=137,10=115. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 P02 25 12005245-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:28:41 Page: 1 ID:Ig9VuGTXYnQ?Ib?njez6RYy7hCY-2A0Xr569id1?WRK7anON8vfdYC2iYZpH30x1P5z7i74 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 91 15 14 13 12 11 10 82 3 7 4 6 5 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale =1:44.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:151 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS Allbearings21-10-15. (lb)-MaxHoriz2=-175(LC14),16=-175(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,16except10=-116(LC 17),11=-137(LC17),13=-137(LC16),15=-116(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8,16,19except 10=318(LC31),11=388(LC24),12=258(LC2),13=388(LC 23),15=319(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-13=-308/188,6-11=-308/187 NOTES 1)2-ply truss tobe connected togetheras follows: Top chords connected with10d(0.131"x3")nailsas follows:2x4-1rowat0-9-0oc.Bottomchordsconnectedwith10d(0.131"x3")nailsas 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 distributeonlyloadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof liveloadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-3-11 to3-3-11, Interior(1)3-3-11 to11-9-10,Exterior(2R)11-9-10 to14-9-10, Interior(1)14-9-10 to23-3-9zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 5)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 6)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 7)Unbalancedsnow loadshavebeen considered for thisdesign. 8)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 9)Allplatesare1.5x4MT20unlessotherwise indicated. 10)Gablerequires continuousbottom chordbearing. 11)Gable studsspacedat4-0-0oc. 12)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 13)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,2except(jt=lb)13=137,15=116,11=137,10=115. 14)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 15)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 P03 1 22005245-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:28:42 Page: 1 ID:7fmKVGtNs67PZ_PexFt8EPzBiJ9-WMaw3R7oTx9s8bvJ8Vvch6BqIcPpH2pQHggayXz7i73 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 312610.00 lb 610.00lb 0.00 lb/ft to70.00 lb/ft 1529282726252423222120191817 14 1 1312 11 2 1039 4 5 6 7 8 T2 T1 T3 T4 T5 T6 T7W1B1B3B1B2B1 W5 W6 W7 W6 W7 W6 W5 W13W2 W3 W4 W15W14 W8 W9 W10 W11 W12 Scale=1:109.4 PlateOffsets(X,Y):[3:0-3-0,Edge], [4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [14:0-3-15,0-0-6], [17:0-3-0,0-2-0], [18:0-3-8,0-3-0], [29:0-4-8,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.97 Vert(LL)0.25 21-23 >999 360 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.76 Vert(CT)-0.43 23-25 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.15 16 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:424lb FT=20% LUMBER TOPCHORD 2x6SP2400F2.0E*Except*T3,T5,T1:2x6 SPFNo.2,T7:2x4 SPFNo.2 BOTCHORD 2x6SPFNo.2*Except* B3:2x6 SP 2400F2.0E WEBS 2x4SPFNo.2*Except*W13,W3,W15,W10,W11:2x4SPF Stud,W1:2x8 SP2400F2.0E BRACING TOP CHORD Structural woodsheathingdirectlyappliedor2-7-0ocpurlins, exceptendverticals,and2-0-0ocpurlins (3-1-12max.):4-8. BOT CHORD Rigidceilingdirectlyappliedor5-4-3ocbracing. WEBS 1 Rowatmidpt 4-25,5-25,5-23,7-23,1-28,2-26, 9-21 MiTek recommendsthatStabilizersandrequiredcrossbracingbeinstalledduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size)14=-178/0-4-0, (min.0-1-8),16=4378/0-6-0, (min.0-3-12), 29=2391/0-6-0, (min.0-4-0) MaxHoriz29=-297 (LC12) MaxUplift14=-354 (LC54),16=-922 (LC12),29=-268 (LC16) MaxGrav14=69 (LC49),16=4561 (LC2),29=2534 (LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 1-33=-3799/1281,2-33=-3570/1310,2-34=-3528/1359,34-35=-3495/1367,3-35=-3481/1373,3-4=-3473/1406, 4-36=-3756/1616,36-37=-3756/1616,5-37=-3756/1616,5-38=-3925/1869,38-39=-3925/1869,6-39=-3925/1869,6-7=-3925/1869,7-40=-3925/1869,40-41=-3925/1869,41-42=-3925/1869,8-42=-3925/1869,8-9=-4044/2227, 9-10=-4075/2320,10-43=-4107/2334,43-44=-4162/2349,44-45=-4203/2398,11-45=-4321/2423,11-46=-4092/2356, 12-46=-4417/2747,12-13=-805/585,13-47=-808/1575,14-47=-820/1536,1-29=-2431/886 BOTCHORD 28-29=-232/624,27-28=-980/3176,26-27=-980/3176,25-26=-837/2989,24-25=-1150/3756,23-24=-1150/3756, 22-23=-1502/3440,21-22=-1502/3440,20-21=-1731/3595,19-20=-1943/3600,18-19=-1943/3600,17-18=-643/1038, 16-17=-1491/859,16-49=-1491/859,14-49=-1491/859 WEBS 4-26=-59/525,4-25=-541/1328,5-25=-931/537,5-23=-433/432,7-23=-758/311,8-23=-186/838,8-21=-271/751, 12-17=-3514/2375,1-28=-888/2737,2-26=-610/273,13-16=-3800/2200,13-17=-2209/3753,9-21=-735/421, 11-20=-221/287,11-18=-870/554,12-18=-1374/2733 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign.2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E)0-3-10 to6-8-15, Interior (1)6-8-15 to17-4-10,Exterior(2R)17-4-10 to23-9-15, Interior (1)23-9-15 to40-11-14, Exterior(2R)40-11-14 to47-5-3, Interior(1)47-5-3 to65-7-13zone;cantilever rightexposed ; endvertical rightexposed;porch rightexposed;C-C formembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60 plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 6)WARNING:Thislongspan truss requiresextremecareandexperience forproperandsafehandlinganderection.Forgeneralhandlinganderectionguidance,seeGuide toGood Practice for Handling, Installing& BracingofMetalPlateConnectedWoodTrusses ("BCSI"),jointlyproducedby SBCAandTPI.Thebuildingowneror theowner’s authorizedagentshallcontractwithaqualified registereddesignprofessional for thedesignandinspectionof the temporaryinstallation restraint/bracingand thepermanent individual trussmemberrestraint/bracing.MiTekassumesno responsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T01 3 12005245-12T PiggybackBase JobReference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:42 Page: 1 ID:p1PyFC3kN?c8NHFN9Kjnjhy7Qx8-WMaw3R7oTx9s8bvJ8Vvch6BcdcEcHq3QHggayXz7i73 Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8)Allplatesare5x6MT20unlessotherwiseindicated. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding268 lbupliftat joint29,922 lbupliftat joint16and354 lbupliftat joint14. 11)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)616 lbdownand800 lbupat55-9-0,and616lbdownand800 lbupat 40-6-0on topchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. 14)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-42=-61,12-46=-51,12-15=-51,29-30=-20 ConcentratedLoads(lb) Vert:42=-610,46=-610 TrapezoidalLoads(lb/ft) Vert:42=-61-to-8=-63(F=-2),8=-53(F=-2)-to-9=-78(F=-27),9=-78(F=-27)-to-10=-80(F=-29),10=-80(F=-29)-to-43=-83(F=-32),43=-83(F=-32)-to-44=-88(F=-38),44=-88(F=-38)-to-45=-97(F=-47),45=-97(F=-47)-to-11=-102(F=-51),11=-102(F=-51)-to-46=-121(F=-70) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T01 3 12005245-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:42 Page: 2 ID:p1PyFC3kN?c8NHFN9Kjnjhy7Qx8-WMaw3R7oTx9s8bvJ8Vvch6BcdcEcHq3QHggayXz7i73 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 312 367035 1 3433322331304 295 286 277 268 259 241011121314151617181920212223 W1 T2 T1 T3 T4 T2 T5 T6 B1 B5B4B3B2W2W4W6W5W3 ST8ST9ST9ST9ST9ST9ST9ST9ST9ST9ST9ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale=1:109.4 PlateOffsets(X,Y):[11:0-3-0,0-3-12], [19:0-4-0,0-4-8], [23:0-3-0,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.65 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.01 37 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:499lb FT=20% LUMBER TOPCHORD 2x6SPFNo.2*Except*T6:2x4 SPF No.2 BOTCHORD 2x6SPFNo.2 WEBS 2x4SPFStud*Except*W1:2x6 SPF No.2 OTHERS 2x4SPFNo.2*Except* ST5,ST4,ST3,ST2,ST1:2x4 SPF Stud BRACING TOP CHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals,and2-0-0ocpurlins (10-0-0max.):11-23. BOT CHORD Rigidceilingdirectlyappliedor6-0-0ocbracing,Except: 10-0-0ocbracing:69-70 5-10-8ocbracing:37-38 5-11-5ocbracing:35-37. WEBS 1 Rowatmidpt 24-48,22-49,21-50,20-51,19-52, 18-53,17-55,16-56,15-57,14-58, 13-59,12-60,10-61,9-63,8-64, 25-46,26-45 MiTek recommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS Allbearings58-4-1. (lb)-MaxHoriz70=-298 (LC12) MaxUpliftAlluplift100(lb)orlessatjoint(s)41,42,43,44,45,46,49, 50,51,52,53,55,56,57,58,59,60,61,63,64,65,66,67,68 except37=-734 (LC13),38=-430 (LC49),39=-423(LC49), 69=-173 (LC16),70=-112 (LC14)MaxGravAll reactions250 (lb)orlessatjoint(s)38,41,42,43,44,45, 46,48,49,50,51,52,53,55,56,57,58,59,60,61,63,64,65, 66,67,68,70except37=1860 (LC49),39=273 (LC13), 69=308 (LC30) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 9-10=-105/292,10-11=-99/263,11-12=-98/277,12-13=-98/277,13-14=-98/277,14-76=-98/277,15-76=-98/277, 15-16=-98/277,16-77=-98/277,17-77=-98/277,17-78=-98/277,18-78=-98/277,18-19=-98/277,19-79=-98/278, 79-80=-98/278,20-80=-98/278,20-21=-98/278,21-22=-98/278,22-23=-98/278,23-24=-99/251,24-25=-106/273, 33-34=-418/618,34-35=-845/1431 BOTCHORD 69-70=-154/281,68-69=-90/253,67-68=-90/253,66-67=-90/253,65-66=-90/253,64-65=-90/253,63-64=-90/253, 62-63=-90/253,61-62=-90/253,60-61=-90/253,59-60=-90/253,58-59=-90/253,57-58=-90/253,56-57=-90/253, 55-56=-90/253,54-55=-90/253,53-54=-90/253,52-53=-90/253,51-52=-89/252,50-51=-89/252,49-50=-89/252, 48-49=-89/252,47-48=-89/252,46-47=-89/252,45-46=-89/252,44-45=-89/252,43-44=-89/252,42-43=-89/252,41-42=-89/252,40-41=-89/252,39-40=-89/252,38-39=-566/477,37-38=-1338/855,37-85=-1338/855,35-85=-1338/855 WEBS 33-38=-672/295,34-37=-1366/654,34-38=-524/1052,33-39=-361/811 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Corner(3E)0-2-12 to6-8-1, Exterior(2N)6-8-1 to17-4-10, Corner(3R)17-4-10 to23-9-15,Exterior(2N)23-9-15 to40-11-14, Corner(3R)40-11-14 to47-2-4, Exterior(2N) 47-2-4 to65-7-13zone;cantilever rightexposed ; endvertical rightexposed;C-C formembersand forces&MWFRS for reactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwindloadsin theplaneof the trussonly.Forstudsexposed to wind (normal tothe face),seeStandard IndustryGable End Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalancedsnowloadshavebeenconsidered for thisdesign. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T01GE 1 12005245-12T PiggybackBaseSupportedGable JobReference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:44 Page: 1 ID:N10WAiDmJG5wq0q_4WWsccy7QRy-_Z8IGn7QEFHjmlUViCQrEKksT?hy0OdaWKQ8U_z7i72 Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 timesflatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)WARNING:This long span trussrequiresextreme careandexperience forproperand safehandlinganderection.Forgeneralhandlinganderectionguidance, seeGuide to GoodPractice for Handling,Installing&BracingofMetalPlate ConnectedWoodTrusses("BCSI"), jointlyproducedbySBCAandTPI.Thebuildingowneror theowner’s authorizedagent shall contract withaqualifiedregistereddesignprofessionalforthedesignandinspectionofthe temporary installationrestraint/bracingand thepermanent individual trussmemberrestraint/bracing.MiTekassumesnoresponsibility for trussmanufacture,handling,erection,orbracing. 8)Provideadequatedrainagetopreventwaterponding. 9)Allplatesare3x4MT20unlessotherwiseindicated. 10)Gablestuds spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 12)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding100 lbupliftat joint(s)49,50,51,52,53,55,56,57,58,59,60,61,63,64,65,66, 67,68,46,45,44,43,42,41except(jt=lb)70=112,69=172,39=422,38=429,37=734. 13)NonStandardbearing condition. Reviewrequired. 14)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 15)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 16)2X4notchat20000o.c.isallowedalong the stacked top chord. Nonotchesallowedinoverhangand0 from leftendand10212 fromrightendor12"alongrake fromscarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideatleastone tieplatebetween eachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T01GE 1 12005245-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:44 Page: 2 ID:N10WAiDmJG5wq0q_4WWsccy7QRy-_Z8IGn7QEFHjmlUViCQrEKksT?hy0OdaWKQ8U_z7i72 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 312 610.00lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 3x4 1734332928272625242322212019 16323130 1 15142 3 13 4 12511 6 7 8 9 10 T2 T1 T3 T4 T5 T6 T7W1B1B5B8B7B6 B2 B3 B4 W10 W9 W11 W12 W13 W12 W13 W12 W11 W19 W7W6 W3W2 W5 W21W20 W14 W15 W16 W17 W18W4 W8 Scale=1:109.4 PlateOffsets(X,Y):[1:0-4-3,0-5-0], [2:0-5-12,0-0-12], [6:0-8-4,0-3-0],[10:0-4-0,0-3-3], [16:0-3-15,0-0-6], [19:0-3-0,0-2-0], [20:0-3-8,0-3-0],[30:0-5-0,0-3-0], [32:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.71 Vert(LL)0.26 23-25 >999 360 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.77 Vert(CT)-0.44 25-26 >999 240 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.22 18 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:468lb FT=20% LUMBER TOPCHORD 2x6SPFNo.2*Except*T7:2x4 SPF No.2,T1,T4,T6:2x6 SP2400F2.0E BOTCHORD 2x6SP2400F2.0E*Except* B2:2x4 SPF Stud, B4:2x4 SPF No.2, B7,B6:2x6 SPF No.2 WEBS 2x4SPFNo.2*Except* W19,W7,W6,W2,W5,W21,W16,W17,W4,W8:2x4SPFStud,W1:2x8SP2400F2.0E BRACING TOP CHORD Structural woodsheathingdirectlyappliedor2-11-1ocpurlins, exceptendverticals,and2-0-0ocpurlins (3-1-9max.):6-10. BOT CHORD Rigidceilingdirectlyappliedor5-4-4ocbracing. WEBS 1 Rowatmidpt 6-30,6-28,6-26,7-26,7-25,9-25, 11-23 MiTek recommendsthatStabilizersandrequiredcrossbracingbeinstalledduring trusserection,inaccordance with Stabilizer Installationguide.REACTIONS (lb/size)16=-186/0-4-0, (min.0-1-8),18=4387/0-6-0, (min.0-3-13), 34=2388/0-6-0, (min.0-2-2) MaxHoriz34=-297 (LC12) MaxUplift16=-359 (LC54),18=-918 (LC12),34=-269 (LC16) MaxGrav16=63 (LC49),18=4571 (LC2),34=2531 (LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 1-2=-4377/1453,2-3=-4527/1541,3-38=-4247/1530,4-38=-4142/1551,4-39=-4290/1713,39-40=-4280/1717,5-40=-4238/1718,5-6=-4185/1757,6-41=-3754/1617,41-42=-3754/1617,7-42=-3754/1617,7-43=-3921/1869, 43-44=-3921/1869,8-44=-3921/1869,8-9=-3921/1869,9-45=-3921/1869,45-46=-3921/1869,46-47=-3921/1869, 10-47=-3921/1869,10-11=-4040/2226,11-12=-4068/2318,12-48=-4099/2331,48-49=-4154/2347,49-50=-4197/2396, 13-50=-4313/2421,13-51=-4079/2352,14-51=-4404/2743,14-15=-783/574,15-52=-820/1610,16-52=-833/1572, 1-34=-2497/842 BOTCHORD 31-32=-1226/3864,30-31=-1186/3892,4-30=-609/321,28-29=-142/535,27-28=-835/2981,26-27=-835/2981, 25-26=-1151/3754,24-25=-1501/3436,23-24=-1501/3436,22-23=-1729/3588,21-22=-1939/3589,20-21=-1939/3589, 19-20=-633/1019,18-19=-1525/871,18-54=-1525/871,16-54=-1525/871 WEBS 28-30=-698/2468,6-30=-502/1485,6-26=-545/1336,7-26=-933/539,7-25=-430/431,9-25=-757/310,10-25=-186/839, 10-23=-269/749,14-19=-3521/2378,3-30=-395/154,1-32=-1075/3310,32-34=-152/311,15-18=-3808/2203,15-19=-2212/3761,11-23=-733/419,13-22=-220/285,13-20=-877/557,14-20=-1381/2751 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E)0-3-10 to6-8-15, Interior (1)6-8-15 to17-4-10,Exterior(2R)17-4-10 to23-9-15, Interior (1)23-9-15 to40-11-14, Exterior(2R)40-11-14 to47-5-3, Interior(1)47-5-3to65-7-13zone;cantilever rightexposed ; endvertical rightexposed;porch rightexposed;C-C formembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60 plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T02 3 12005245-12T PiggybackBase JobReference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:45 Page: 1 ID:7r0e3lUAyB2Smgn7fvAl8?y7PbO-xxG2hT9glsYR?2eupdTJJlpBzpFBUBnt_evFYsz7i70 Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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)WARNING:This long span trussrequiresextreme careandexperience forproperand safehandlinganderection.Forgeneralhandlinganderectionguidance, seeGuide to GoodPractice for Handling,Installing&BracingofMetalPlate ConnectedWoodTrusses("BCSI"), jointlyproducedbySBCAandTPI.Thebuildingowneror theowner’s authorizedagent shall contract withaqualifiedregistereddesignprofessionalforthedesignandinspectionofthe temporary installationrestraint/bracingand thepermanent individual trussmemberrestraint/bracing.MiTekassumesnoresponsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainagetopreventwaterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)Allplatesare5x6MT20unlessotherwiseindicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding269 lbupliftat joint34,918 lbupliftat joint18and359 lbupliftat joint16. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)616 lbdownand800 lbupat40-6-0,and616lbdownand800 lbupat 55-9-0on topchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-6=-51,6-47=-61,14-51=-51,14-17=-51,33-34=-20,30-32=-20,29-35=-20 ConcentratedLoads(lb) Vert:47=-610,51=-610 TrapezoidalLoads(lb/ft) Vert:47=-61-to-10=-63,10=-53-to-11=-78,11=-78-to-12=-80,12=-80-to-48=-83,48=-83-to-49=-88,49=-88-to-50=-97,50=-97-to-13=-102,13=-102-to-51=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T02 3 12005245-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:45 Page: 2 ID:7r0e3lUAyB2Smgn7fvAl8?y7PbO-xxG2hT9glsYR?2eupdTJJlpBzpFBUBnt_evFYsz7i70 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 312 610.00lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 14272625242322212019181716 13 1 12 11 2 1039 4 5 6 7 8 T2 T1 T3 T4 T5 T6 T7W1B1B4B2B3B2 W5 W6 W7 W6 W7 W6 W5 W13W2 W3 W4 W8 W9 W10 W11 W12 Scale=1:109.4 PlateOffsets(X,Y):[4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [13:0-3-15,0-0-2],[16:0-2-12,0-2-4], [27:0-4-8,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.98 Vert(LL)0.23 21 >999 360 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.74 Vert(CT)-0.40 21-23 >999 240 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.14 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:419lb FT=20% LUMBER TOPCHORD 2x6SPFNo.2*Except*T7:2x4 SPF No.2,T4,T6:2x6 SP2400F2.0E BOTCHORD 2x6SPFNo.2*Except* B4:2x6 SP 2400F2.0E WEBS 2x4SPFNo.2*Except*W13,W3,W10,W11:2x4 SPF Stud,W1:2x8 SP 2400F2.0E BRACING TOP CHORD Structural woodsheathingdirectlyappliedor2-6-11ocpurlins, exceptendverticals,and2-0-0ocpurlins (3-2-6max.):4-8. BOT CHORD Rigidceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 4-23,5-23,5-21,7-21,1-26,2-24, 9-19 MiTek recommendsthatStabilizersandrequiredcrossbracingbeinstalledduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size)13=76/0-4-0, (min.0-1-8),15=4183/0-6-0, (min.0-3-10), 27=2333/0-6-0, (min.0-3-14) MaxHoriz27=-297 (LC12) MaxUplift13=-158 (LC54),15=-898 (LC12),27=-263 (LC16) MaxGrav13=288 (LC49),15=4355 (LC2),27=2474 (LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 1-31=-3703/1220,2-31=-3475/1249,2-32=-3426/1290,32-33=-3393/1299,3-33=-3378/1305,3-4=-3369/1338, 4-34=-3628/1529,34-35=-3628/1529,5-35=-3628/1529,5-36=-3755/1754,36-37=-3755/1754,6-37=-3755/1754,6-7=-3755/1754,7-38=-3755/1754,38-39=-3755/1754,39-40=-3755/1754,8-40=-3755/1754,8-9=-3797/2059, 9-10=-3690/2062,10-41=-3708/2076,41-42=-3756/2091,42-43=-3819/2140,11-43=-3914/2165,11-44=-3306/1843, 12-44=-3653/2234,12-45=-343/838,13-45=-357/797,1-27=-2372/851 BOTCHORD 26-27=-228/612,25-26=-929/3096,24-25=-929/3096,23-24=-777/2898,22-23=-1063/3628,21-22=-1063/3628, 20-21=-1359/3229,19-20=-1359/3229,18-19=-1507/3245,17-18=-1506/2930,16-17=-1506/2930,15-16=-487/220, 15-47=-773/416,13-47=-773/416 WEBS 4-24=-61/532,4-23=-494/1263,5-23=-877/498,5-21=-385/366,7-21=-757/311,8-21=-178/909,8-19=-157/589, 12-15=-4023/2587,1-26=-846/2668,2-24=-624/276,9-19=-544/292,11-18=-95/524,11-16=-1325/871,12-16=-1818/3590 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign.2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E)0-3-10 to6-8-15, Interior (1)6-8-15 to17-4-10,Exterior(2R)17-4-10 to23-9-15, Interior (1)23-9-15 to40-11-14, Exterior(2R)40-11-14 to47-5-3, Interior(1)47-5-3 to65-7-13zone;cantilever rightexposed ; endvertical rightexposed;porch rightexposed;C-C formembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60 plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 6)WARNING:Thislongspan truss requiresextremecareandexperience forproperandsafehandlinganderection.Forgeneralhandlinganderectionguidance,seeGuide toGood Practice for Handling, Installing& BracingofMetalPlateConnectedWoodTrusses ("BCSI"),jointlyproducedby SBCAandTPI.Thebuildingowneror theowner’s authorizedagentshallcontractwithaqualified registereddesignprofessional for thedesignandinspectionof the temporaryinstallation restraint/bracingand thepermanent individual trussmemberrestraint/bracing.MiTekassumesno responsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T03 1 12005245-12T PiggybackBase JobReference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:47 Page: 1 ID:LCN16PTL9t8fv40FkcvIsHy7PI1-tKNp68AwHTo9EMoGx2VnOAvTGdx9y4FARyOLdlz7i7_ Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8)AllplatesareMT20platesunlessotherwise indicated. 9)Allplatesare4x6MT20unlessotherwiseindicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding263 lbupliftat joint27,898 lbupliftat joint15and158 lbupliftat joint13. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)616 lbdownand800 lbupat40-6-0,and616lbdownand800 lbupat 55-9-0on topchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-40=-61,12-44=-51,12-14=-51,27-28=-20 ConcentratedLoads(lb) Vert:40=-610,44=-610 TrapezoidalLoads(lb/ft) Vert:40=-61-to-8=-63,8=-53-to-9=-78,9=-78-to-10=-80,10=-80-to-41=-83,41=-83-to-42=-88,42=-88-to-43=-97,43=-97-to-11=-102,11=-102-to-44=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T03 1 12005245-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:47 Page: 2 ID:LCN16PTL9t8fv40FkcvIsHy7PI1-tKNp68AwHTo9EMoGx2VnOAvTGdx9y4FARyOLdlz7i7_ DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 312 610.00lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 1529282726252423222120191816 14 1 13 12 112 1039 4 5 6 7 8 T2 T1 T3 T4 T5 T6 T7W1B1B4B2B3B2 W5 W6 W7 W6 W7 W6 W5 W14W15W2 W3 W4 W13 W8 W9 W10 W11 W12 Scale=1:109.4 PlateOffsets(X,Y):[4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [14:0-3-15,0-0-2],[17:0-3-8,0-4-12], [18:0-3-8,0-2-8], [29:0-4-4,0-0-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.91 Vert(LL)-0.18 23-25 >999 360 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.35 23-25 >999 240 TCDL 10.0 Rep Stress Incr NO WB 1.00 Horz(CT)0.12 17 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:426lb FT=20% LUMBER TOPCHORD 2x6SPFNo.2*Except*T7:2x4 SPF No.2,T4,T6:2x6 SP2400F2.0E BOTCHORD 2x6SPFNo.2*Except* B4:2x6 SP 2400F2.0E WEBS 2x4SPFNo.2*Except*W14,W15,W3,W13,W10,W11:2x4 SPFStud, W1:2x8 SP2400F2.0E BRACING TOP CHORD Structural woodsheathingdirectlyappliedor2-10-13ocpurlins, exceptendverticals,and2-0-0ocpurlins (3-4-9max.):4-8. BOT CHORD Rigidceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 4-25,5-25,5-23,7-23,8-21,2-26 MiTek recommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size)14=230/0-4-0, (min.0-1-8),17=4167/0-6-0, (min.0-3-9), 29=2195/0-6-0, (min.0-3-10) MaxHoriz29=-297 (LC12) MaxUplift14=-198 (LC13),17=-926 (LC12),29=-251 (LC16) MaxGrav14=428 (LC49),17=4337 (LC2),29=2331 (LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 1-33=-3471/1067,2-33=-3242/1095,2-34=-3185/1121,34-35=-3151/1129,3-35=-3137/1135,3-4=-3127/1169, 4-36=-3325/1316,36-37=-3325/1316,5-37=-3325/1316,5-38=-3355/1473,38-39=-3355/1473,6-39=-3355/1473,6-7=-3355/1473,7-40=-3355/1473,40-41=-3355/1473,41-42=-3355/1473,8-42=-3355/1473,8-9=-3202/1653, 9-10=-2865/1469,10-43=-2882/1477,43-44=-2893/1484,11-44=-2976/1531,11-45=-2049/993,45-46=-2106/1026, 12-46=-2263/1120,12-47=-789/971,13-47=-387/631,13-48=-15/360,14-48=-26/336,1-29=-2230/766 BOTCHORD 28-29=-226/599,27-28=-797/2895,26-27=-797/2895,25-26=-631/2690,24-25=-850/3325,23-24=-850/3325, 22-23=-1010/2733,21-22=-1010/2733,20-21=-972/2499,19-20=-682/1829,18-19=-682/1829,17-18=-655/605, 16-17=-335/44,16-50=-326/49,14-50=-326/49 WEBS 4-26=-62/542,4-25=-393/1099,5-25=-743/415,5-23=-269/213,7-23=-758/313,8-23=-203/1075,8-21=-289/278, 13-17=-739/921,13-16=-476/274,1-28=-723/2483,2-26=-644/278,12-17=-3824/2470,9-21=-227/485,9-20=-758/394, 11-20=-462/1084,11-18=-1600/950,12-18=-1538/2954 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign.2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E)0-3-10 to6-8-15, Interior (1)6-8-15 to17-4-10,Exterior(2R)17-4-10 to23-9-15, Interior (1)23-9-15 to40-11-14, Exterior(2R)40-11-14 to47-5-3, Interior(1)47-5-3 to65-7-13zone;cantilever rightexposed ; endvertical rightexposed;porch rightexposed;C-C formembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60 plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 6)WARNING:Thislongspan truss requiresextremecareandexperience forproperandsafehandlinganderection.Forgeneralhandlinganderectionguidance,seeGuide toGood Practice for Handling, Installing& BracingofMetalPlateConnectedWoodTrusses ("BCSI"),jointlyproducedby SBCAandTPI.Thebuildingowneror theowner’s authorizedagentshallcontractwithaqualified registereddesignprofessional for thedesignandinspectionof the temporaryinstallation restraint/bracingand thepermanent individual trussmemberrestraint/bracing.MiTekassumesno responsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T04 3 12005245-12T PiggybackBase JobReference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:48 Page: 1 ID:p3Fp30_?gs1Wc9MmKJH0N0y7OsG-LWxBJUBY2nw0sWMTVl00xNRf40IFhWEJgc7v8Bz7i6z Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8)Allplatesare5x6MT20unlessotherwiseindicated. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding251 lbupliftat joint29,926 lbupliftat joint17and198 lbupliftat joint14. 11)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)616 lbdownand800 lbupat40-6-0,and616lbdownand800 lbupat 55-9-0on topchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-42=-61,13-47=-51,13-15=-51,29-30=-20 ConcentratedLoads(lb) Vert:42=-610,47=-610 TrapezoidalLoads(lb/ft) Vert:42=-61-to-8=-63,8=-53-to-9=-75,9=-75-to-10=-80,10=-80-to-43=-83,43=-83-to-44=-88,44=-88-to-11=-95,11=-95-to-45=-97,45=-97-to-46=-103,46=-103-to-12=-116,12=-116-to-47=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T04 3 12005245-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:48 Page: 2 ID:p3Fp30_?gs1Wc9MmKJH0N0y7OsG-LWxBJUBY2nw0sWMTVl00xNRf40IFhWEJgc7v8Bz7i6z DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 312 610.00lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 15292827262524232221191816 14113 12 112 1039 4 5 6 7 8 T2 T1 T3 T4 T5 T6 T7W1B1B4B2B3B2 W5 W6 W7 W6 W7 W6 W5 W14W15W2 W3 W4 W13 W8 W9 W10W11 W12 Scale=1:109.4 PlateOffsets(X,Y):[4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [9:0-3-0,0-2-12],[12:0-2-12,0-4-0], [14:0-3-15,0-0-10], [17:0-4-0,0-4-4], [20:0-3-8,0-4-8], [29:Edge,0-10-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.83 Vert(LL)-0.12 23-25 >999 360 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.53 Vert(CT)-0.23 23-25 >999 240 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.96 Horz(CT)0.07 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:424lb FT=20% LUMBER TOPCHORD 2x6SPFNo.2*Except*T7:2x4 SPF No.2,T4,T6:2x6 SP2400F2.0E BOTCHORD 2x6SPFNo.2*Except* B4:2x6 SP 2400F2.0E WEBS 2x4SPFNo.2*Except*W14,W15,W1,W3,W13,W10,W11,W12:2x4 SPF Stud BRACING TOP CHORD Structural woodsheathingdirectlyappliedor4-0-8ocpurlins, exceptendverticals,and2-0-0ocpurlins (4-2-11max.):4-8. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:20-21,18-20,17-18. WEBS 1 Rowatmidpt 4-25,5-25,5-23,7-23,8-23,8-21, 2-26,9-21,9-20 MiTek recommendsthatStabilizersandrequiredcrossbracingbeinstalledduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS Allbearings0-6-0.except14=0-4-0 (lb)-MaxHoriz29=-298 (LC12) MaxUpliftAlluplift100(lb)orlessatjoint(s)except14=-214 (LC13), 17=-551 (LC12),20=-419 (LC12),29=-216 (LC16) MaxGravAll reactions250 (lb)orlessatjoint(s)except14=529 (LC49), 17=1659 (LC61),20=3065 (LC42),29=1869 (LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 1-33=-2749/733,2-33=-2517/762,2-34=-2359/743,34-35=-2327/749,3-35=-2312/757,3-4=-2299/791,4-36=-2276/829,36-37=-2276/829,5-37=-2276/829,5-38=-1963/829,38-39=-1963/829,6-39=-1963/829,6-7=-1963/829,7-40=-1963/829, 40-41=-1963/829,41-42=-1963/829,8-42=-1963/829,8-9=-1177/714,9-10=0/299,12-46=-289/135,12-47=-568/531, 13-48=-349/467,14-48=-419/457,1-29=-1779/560 BOTCHORD 28-29=-224/519,27-28=-507/2279,26-27=-507/2279,25-26=-298/1976,24-25=-363/2276,23-24=-363/2276, 22-23=-208/998,21-22=-208/998,17-18=-328/417,16-17=-327/328,16-50=-365/347,14-50=-365/347 WEBS 4-26=-69/595,4-25=-316/519,5-25=-270/351,5-23=-555/75,7-23=-762/315,8-23=-267/1669,8-21=-1784/845, 13-17=-899/1032,13-16=-503/316,1-28=-447/1970,2-26=-735/294,12-17=-1080/1169,9-21=-865/2188, 9-20=-2746/1320,11-20=-400/134,11-18=-176/276,12-18=-310/358 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E)0-1-12 to6-7-1, Interior (1)6-7-1 to17-4-10,Exterior(2R)17-4-10 to23-9-15, Interior (1)23-9-15 to40-11-14, Exterior(2R)40-11-14 to47-5-3, Interior (1)47-5-3 to 65-7-13zone;cantilever rightexposed ; endvertical rightexposed;porch rightexposed;C-C formembersand forces & MWFRSfor reactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 6)WARNING:Thislongspan truss requiresextremecareandexperience forproperandsafehandlinganderection.Forgeneralhandlinganderectionguidance,seeGuide to Good Practice for Handling, Installing& BracingofMetalPlateConnectedWoodTrusses ("BCSI"),jointlyproducedby SBCAandTPI.Thebuildingowneror theowner’s authorizedagentshallcontractwithaqualified registereddesignprofessional for thedesignandinspectionof the temporaryinstallation restraint/bracingand thepermanent individual trussmemberrestraint/bracing.MiTekassumesno responsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. 8)AllplatesareMT20platesunlessotherwiseindicated. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T05 2 12005245-12T PiggybackBase JobReference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:49 Page: 1 ID:G9nU4chWwhFkTaUqSMIXSFy7Oom-pjVZXqCBp52tUgxf2TXFTb_sAQgtQ_DSuGtShdz7i6y Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9)Allplatesare4x6MT20unlessotherwiseindicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding216 lbupliftat joint29,551 lbupliftat joint17,418lbupliftat joint20and213lb upliftat joint14. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)616 lbdownand800 lbupat40-6-0,and616lbdownand800 lbupat 55-9-0on topchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-42=-61,13-47=-51,13-15=-51,29-30=-20 ConcentratedLoads(lb) Vert:42=-610,47=-610 TrapezoidalLoads(lb/ft) Vert:42=-61-to-8=-63,8=-53-to-9=-76,9=-76-to-10=-80,10=-80-to-43=-83,43=-83-to-44=-88,44=-88-to-11=-96,11=-96-to-45=-98,45=-98-to-46=-103,46=-103-to-12=-116,12=-116-to-47=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T05 2 12005245-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:49 Page: 2 ID:G9nU4chWwhFkTaUqSMIXSFy7Oom-pjVZXqCBp52tUgxf2TXFTb_sAQgtQ_DSuGtShdz7i6y DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 20 19 18 17 16 15 14 13 11 1 2 3 10 9 4 5 6 7 8 T2 T1 T3 T4 T5 W1 W11 B1 B1B2 W5 W6 W7 W6 W7 W6 W5 W10 W2 W3 W4 W8 W9 Scale=1:77.7 Plate Offsets(X,Y):[4:0-5-0,0-1-12], [8:0-5-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.96 Vert(LL)-0.13 14-16 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.75 Vert(CT)-0.31 17-19 >999 240 TCDL 10.0 RepStress Incr YES WB 0.92 Horz(CT)0.08 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:275 lb FT = 20% LUMBER TOP CHORD 2x4SPF1650F1.5E*Except*T2,T5:2x4SPF2100F1.8E BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W1:2x6SPF No.2,W3:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(2-2-0max.):4-8. BOT CHORD Rigidceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 4-16,5-16,5-14,7-14,8-14,8-13, 10-12,10-11,2-17,9-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)12=1876/0-6-0,(min.0-3-5),20=1615/0-6-0,(min.0-2-12) Max Horiz20=338(LC16) Max Uplift12=-156(LC13),20=-182(LC16) Max Grav12=2108(LC39),20=1735(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-21=-2440/223,21-22=-2300/227,2-22=-2200/253,2-23=-2055/227,23-24=-2048/232,3-24=-2013/244,3-4=-1945/277, 4-25=-1917/304,25-26=-1917/304,5-26=-1917/304,5-27=-1503/233,27-28=-1503/233,6-28=-1503/233,6-7=-1503/233, 7-29=-1503/233,29-30=-1503/233,8-30=-1503/233,8-31=-484/99,9-31=-516/95,1-20=-1657/226 BOT CHORD 19-20=-421/386,18-19=-448/2010,17-18=-448/2010,16-17=-280/1716,15-16=-313/1917,14-15=-313/1917, 13-14=-73/481 WEBS 4-17=-79/604,4-16=-339/355,5-16=-136/433,5-14=-716/122,7-14=-713/242,8-14=-295/1785,8-13=-1617/311, 1-19=-58/1797,2-17=-714/292,9-13=-235/1777,9-12=-1996/184 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-2-12 to4-10-6, Interior(1)4-10-6to17-4-10,Exterior(2R)17-4-10 to23-11-4, Interior(1)23-11-4 to40-11-14,Exterior(2E)40-11-14 to46-2-5 zone;C-C for membersand forces&MWFRS forreactions shown;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(LumDOL=1.15PlateDOL=1.15); Is=1.0;RoughCat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding182 lbupliftat joint20and156lbupliftat joint12. 8)This truss is designed inaccordancewith the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T06 1 12005245-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Wed Jun1012:28:50 Page: 1 ID:?KjO_nHlXRCN9Try_I8j7Ny7OlQ-Hv3xkADpaOAj5pWrcA2U0oX?vqzh9R_c7wc?D4z7i6x DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 20 19 18 17 16 15 14 13 22 21 1 2 3 4 5 12 6 7 8 9 10 11 T2 T1 T3 T4 T5 W12 B1 B3B2 W1 W2 W3 W4 W5 W6 W7 W10 W11 W9W8 W8 W9 W8 W9 W8 HW1 Scale=1:74.3 PlateOffsets(X,Y):[1:Edge,0-3-7], [3:0-1-8,0-2-8], [5:0-2-0,0-3-0], [6:0-6-12,0-2-4], [11:0-3-12,0-1-12], [19:0-2-8,0-2-12],[21:0-5-8,0-8-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.57 Vert(LL)-0.19 20-21 >999 360 MT20 244/190 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.35 20-21 >999 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.93 Horz(CT)0.09 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:886 lb FT=20% LUMBER TOP CHORD 2x10SP2400F2.0E*Except*T3,T4:2x6SPF No.2,T5:2x4SPFNo.2 BOT CHORD 2x6SP2400F2.0E*Except*B1:2x10SP2400F2.0E WEBS 2x4SPFNo.2*Except*W1,W2:2x4SPFStud,W3,W5:2x6SP2400F 2.0E WEDGE Left:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):6-11. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 3-20,5-19,11-14,12-13,6-18,8-15 REACTIONS (lb/size)1=11568/0-6-0,(min.0-4-13),13=3746/0-6-0,(min.0-1-11) Max Horiz1=385(LC12) Max Uplift1=-1507(LC12),13=-474(LC9) Max Grav1=11637(LC36),13=4029(LC35) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-16700/2126,2-26=-15966/1943,3-26=-15917/1961,3-27=-11048/1362,4-27=-11027/1369,4-5=-11017/1378, 5-6=-7871/1015,6-7=-5776/776,7-28=-5776/776,8-28=-5776/776,8-29=-2934/394,9-29=-2934/394,9-10=-2934/394, 10-30=-2938/395,11-30=-2934/396,11-12=-1153/147,12-13=-3969/477 BOTCHORD 1-31=-2089/13845,31-32=-2089/13845,22-32=-2089/13845,22-33=-2089/13845,33-34=-2089/13845, 21-34=-2089/13845,20-21=-1928/13874,19-20=-1276/9341,18-19=-890/6654,17-18=-621/4513,16-17=-621/4513, 15-16=-621/4513,14-15=-131/1019 WEBS 2-22=-252/1363,2-21=-4/356,3-21=-1133/8920,3-20=-8318/1180,5-20=-909/6916,5-19=-6325/944,6-19=-778/5729,11-14=-3307/490,12-14=-445/3490,7-18=-505/194,6-18=-2420/412,8-18=-406/2779,8-15=-3318/460,10-15=-606/191, 11-15=-584/4121 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x10-2rows staggeredat0-9-0oc,2x6-2rowsstaggeredat0-9-0oc,2x4-1rowat0-9-0oc.Bottom chords connectedas follows:2x10-3rows staggeredat0-2-0oc,2x6-2rows staggeredat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;LumberDOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. 6)Unbalanced snowloadshavebeenconsidered for thisdesign. 7)Provideadequatedrainage topreventwaterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T07 1 22005245-12T PiggybackBase Girder Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.Wed Jun1012:28:50 Page: 1 ID:6jgd_uo?TSSnsM0_wIvjWSy7N10-Hv3xkADpaOAj5pWrcA2U0oX5xq1N9Rwc7wc?D4z7i6x Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1507lbupliftat joint1and474lbupliftat joint13. 11)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)936 lbdownand128 lbupat1-0-12,1036lbdownand182 lbupat 3-0-12,1012 lbdownand185 lbupat5-0-12,and975 lbdownand187 lbupat7-0-12,and8014 lbdownand898 lbupat9-1-8onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-6=-51,6-11=-61,11-12=-51,13-23=-20 ConcentratedLoads(lb) Vert:21=-8014(F),31=-936(F),32=-1036(F),33=-1012(F),34=-975(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T07 1 22005245-12T PiggybackBaseGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:50 Page: 2 ID:6jgd_uo?TSSnsM0_wIvjWSy7N10-Hv3xkADpaOAj5pWrcA2U0oX5xq1N9Rwc7wc?D4z7i6x DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x5 2x4 17 16 15 14 13 12 11 9 1 8 2 7 3 4 5 6 T1 T2 T3 T4 W1 W10 B1 B3B2 W4 W5 W6 W5 W6 W5 W4 W9 W7 W8W3W2 Scale = 1:63.7 Plate Offsets(X,Y):[3:0-5-8,0-2-0], [4:0-6-0,0-3-0], [6:0-5-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.79 Vert(LL)-0.10 16-17 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.54 Vert(CT)-0.21 16-17 >999 240 TCDL 10.0 RepStress Incr YES WB 0.75 Horz(CT)0.04 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:251 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T2,T3:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W2,W3,W1:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-4-6ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-2-6max.):3-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:6-0-0ocbracing:10-11. WEBS 1 Rowatmidpt 3-16,3-14,4-14,4-12,5-12,6-12, 6-11,8-10,7-10,2-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1531/0-6-0,(min.0-2-12),17=1310/Mechanical,(min. 0-1-8) Max Horiz17=120(LC16) Max Uplift10=-176(LC12),17=-131(LC13) Max Grav10=1761(LC39),17=1423(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1046/184,3-19=-1347/243,19-20=-1347/243,4-20=-1347/243,4-21=-1176/198,21-22=-1176/198,5-22=-1176/198, 5-23=-1176/198,23-24=-1176/198,6-24=-1176/198,6-25=-389/97,7-25=-426/88 BOT CHORD 16-17=-178/583,15-16=-189/898,14-15=-189/898,13-14=-250/1342,12-13=-250/1342,11-12=-64/395 WEBS 3-16=-521/215,3-14=-208/785,4-14=-490/263,4-12=-283/73,5-12=-723/245,6-12=-250/1366,6-11=-1317/277, 7-11=-201/1472,7-10=-1653/176,2-16=-122/759,2-17=-1413/153 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)9-4-12 to13-3-13, Interior(1)13-3-13 to17-4-10,Exterior(2R)17-4-10to22-7-9, Interior(1)22-7-9 to40-11-14,Exterior(2E)40-11-14to46-2-5 zone;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)Provideadequatedrainage topreventwaterponding. 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 tobearingplatecapableofwithstanding176 lbupliftatjoint10and131lbupliftat joint17. 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 ClayLot37 T08 10 12005245-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:51 Page: 1 ID:yt3ZyzyJ1qboigOT4Hc4jUy7OjG-l5dJyWERLiIajz52AuZjY03CJEM9uxwlMaMZlWz7i6w DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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 20 19 18 17 16 15 25 24 23 22 21 2 3 54 6 7 8 14 9 10 11 12 13 T1 T2 T3 T4 T5 T6 W14 B1 B4B3B2 W1 W2 W3 W4 W5 W4 W6W7 W8 W11 W11 W13W10W9 W12 W12W11W12W11 HW1 0-1-12 Scale = 1:89.6 Plate Offsets(X,Y):[2:0-1-10,0-2-6], [3:0-3-0,0-3-12], [4:0-7-4,0-2-4], [6:0-6-8,0-5-8], [8:0-3-8,0-2-8], [9:0-5-8,0-4-0], [13:0-6-0,0-3-0], [21:0-5-4,0-7-8], [24:0-3-8,0-4-12] Loading (psf)Spacing 1-6-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.40 Vert(LL)-0.30 21 >999 360 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.57 21 >999 240 MT20 197/144 TCDL 12.0 RepStress Incr NO WB 1.00 Horz(CT)0.09 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:1633 lbFT=20% LUMBER TOPCHORD 2x6SP2400F2.0E*Except*T1,T3:2x8SP2400F2.0E,T2:2x10SP 2400F2.0E BOTCHORD 2x10SP2400F2.0E*Except*B4,B3:2x8SP2400F2.0E WEBS 2x4SPF No.2*Except*W1,W2,W3,W5,W6,W7:2x4SPFStud,W8:2x10SP2400F2.0E,W10:2x4SPF1650F1.5E,W9:2x8SP2400F 2.0E WEDGE Left:2x8SP2400F2.0E BRACING TOP CHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-6,9-13. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 14-15 REACTIONS (lb/size)2=11909/0-6-0,(min.0-3-5),15=4904/0-6-0,(min.0-1-8) Max Horiz2=303(LC12) Max Uplift2=-1330(LC12),15=-507(LC9) Max Grav2=12038(LC41),15=5153(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 2-29=-15956/1730,3-29=-15952/1743,3-4=-18554/2017,4-30=-22883/2412,5-30=-22891/2411,5-31=-22911/2413,6-31=-22906/2414,6-7=-26728/2700,7-32=-26724/2760,8-32=-26687/2771,8-9=-11683/1205,9-33=-7643/811, 33-34=-7643/811,10-34=-7643/811,10-35=-4755/513,11-35=-4755/513,11-36=-4755/513,12-36=-4755/513, 12-37=-4755/513,13-37=-4755/513,13-14=-1626/168,14-15=-5075/505BOT CHORD 2-38=-1659/12889,25-38=-1659/12889,25-39=-1659/12889,39-40=-1659/12889,24-40=-1659/12889, 24-41=-1994/16618,23-41=-1994/16618,23-42=-2901/26782,22-42=-2901/26782,21-22=-2897/26752, 20-21=-1617/14955,19-20=-1040/10061,18-19=-815/7643,17-18=-815/7643,16-17=-139/1328 WEBS 3-25=-2064/228,3-24=-462/4962,4-24=-83/316,4-23=-947/10110,5-23=-955/142,6-23=-6255/537,6-22=-927/136, 6-21=-8154/932,9-20=-959/9070,13-16=-4208/506,14-16=-468/4437,8-20=-10383/1200,8-21=-1951/18371, 9-19=-4455/532,13-17=-646/5855,10-19=-373/3819,10-17=-4996/537,12-17=-570/181 NOTES 1)3-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chordsconnectedas follows:2x8-2rows staggeredat0-9-0oc,2x10-2rows staggeredat0-9-0oc,2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x10-2rows staggeredat0-9-0oc,2x8-2rows staggeredat0-9-0oc.Webconnectedas follows:2x4-1rowat0-9-0oc,Exceptmember5-232x4-1rowat0-5-0oc,member6-222x4-1rowat0-6-0oc,2x10-5rowsstaggeredat0-7-0oc, 2x8-2rows staggeredat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOADCASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwiseindicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;cantilever leftexposed ; endvertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T09 1 32005245-12T PiggybackBaseGirder JobReference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:52 Page: 1 ID:BbyQ2AMjnhMM01ygI?2N7Zy7Mmn-DHBi9sE360QRL7gEkb5y5DcT7djSdKMvbE56Hyz7i6v Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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)Unbalanced snow loadshavebeenconsideredforthisdesign. 7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 timesflatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 8)Provideadequatedrainagetopreventwaterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1330lbupliftat joint2and507lbupliftat joint15. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)941 lbdownand110lbupat2-0-12,819 lbdownand113 lbupat4-0-12, 820 lbdownand117 lbupat6-0-12,891lbdownand118 lbupat8-0-12,893 lbdownand114 lbupat10-0-12,795 lbdownand76 lbupat12-0-12,and807 lbdownand 41 lbupat14-0-12,and7716 lbdownand756 lbupat16-1-8onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-41,4-6=-49,6-9=-41,9-13=-49,13-14=-41,15-26=-15 ConcentratedLoads(lb) Vert:23=-893(B),22=-807(B),21=-7716(B),38=-941(B),39=-819(B),40=-820(B),41=-891(B),42=-795(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T09 1 32005245-12T PiggybackBaseGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:52 Page: 2 ID:BbyQ2AMjnhMM01ygI?2N7Zy7Mmn-DHBi9sE360QRL7gEkb5y5DcT7djSdKMvbE56Hyz7i6v DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 28 27 26 25 24 23 22 21 20 19 18 17 15 1 2 3 5 64 7 14 13 12891011 T1 T2 T3 T4 T5 T6 W1 W19 B1 B3B3B2 W4 W7 W8 W9 W10 W11 W12 W13 W14 W13 W12 W15 W18 W2 W16W17 W3 W5W5W6 0-1-12 Scale=1:93.1 PlateOffsets(X,Y):[4:0-5-0,Edge], [6:0-2-12,0-3-4], [8:0-5-8,0-2-0], [12:0-5-0,0-1-12], [13:0-3-0,0-1-12], [17:0-1-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.23 23-25 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.46 23-25 >999 240 TCDL 10.0 RepStress Incr YES WB 0.91 Horz(CT)0.11 16 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:382 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2*Except*T2:2x6SP2400F2.0E,T3:2x6SPFNo.2, T4:2x4SPF2100F1.8E,T5:2x4SPF1650F1.5E BOT CHORD 2x6SPFNo.2*Except*B1:2x6SP2400F2.0E WEBS 2x4SPFNo.2*Except*W4,W7,W8,W2,W3,W5,W6:2x4SPFStud, W15:2x4SPF1650F1.5E,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-3-5ocpurlins, exceptend verticals,and2-0-0ocpurlins(2-2-0max.):4-6,8-12. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing,Except: 8-5-15ocbracing:23-25 6-0-0ocbracing:16-17. WEBS 1 Rowatmidpt 6-23,7-21,8-20,9-18,11-18,12-18, 12-17,14-16,14-15,13-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)16=2145/0-6-0,(min.0-3-13),28=1985/0-6-0,(min.0-1-12) MaxHoriz28=353(LC16) MaxUplift16=-168(LC13),28=-301(LC16) Max Grav16=2420(LC44),28=2149(LC45) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 3-4=-2784/380,4-31=-3754/496,5-31=-3763/495,5-32=-3756/493,32-33=-3755/493,6-33=-3754/493,6-34=-3730/452, 7-34=-3683/473,7-35=-2930/405,8-35=-2924/441,8-36=-2449/381,36-37=-2449/381,37-38=-2449/381, 9-38=-2449/381,9-39=-1816/295,10-39=-1816/295,10-40=-1816/295,11-40=-1816/295,11-41=-1816/295,41-42=-1816/295,12-42=-1816/295,12-13=-600/139,2-28=-298/77 BOTCHORD 27-28=-561/1600,26-27=-574/2423,25-26=-770/4632,24-25=-768/4634,23-24=-768/4634,22-23=-510/3179, 21-22=-510/3179,20-21=-324/2470,19-20=-333/2449,18-19=-333/2449,17-18=-76/556 WEBS 4-27=-371/83,6-23=-1805/320,7-23=-129/1193,7-21=-1476/363,8-21=-209/1333,8-20=-540/165,9-20=-38/602, 9-18=-1096/162,11-18=-714/241,12-18=-310/2181,12-17=-1892/321,3-28=-2313/355,13-17=-236/1947,13-16=-2186/272,3-27=-37/935,6-26=-1427/133,4-26=-225/2114,5-26=-505/123 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to4-1-4, Interior(1)4-1-4 to5-10-8,Exterior(2R)5-10-8 to11-2-8, Interior(1)11-2-8 to24-4-10,Exterior(2R)24-4-10 to29-8-10, Interior(1)29-8-10 to47-11-14,Exterior(2E)47-11-14 to53-2-5 zone;cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=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(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 surchargeappliedtoallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare4x6MT20unlessotherwiseindicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T10 1 12005245-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.WedJun1012:28:53 Page: 1 ID:REqMipcEmwsMekMobZaCnNy7Oh7-iUl4NCFhtJYIyHFQHIcBeR9VT1yZMov2ptrgqOz7i6u Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding168 lbupliftat joint16and301lbupliftat joint28. 10)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T10 1 12005245-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:53 Page: 2 ID:REqMipcEmwsMekMobZaCnNy7Oh7-iUl4NCFhtJYIyHFQHIcBeR9VT1yZMov2ptrgqOz7i6u DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 3x422212019181716142726252423 1 2 4 53 6 13 12 1178910 T1 T2 T3 T4 T5 T6 W1 W17 B2 B4B4B3B1 W3 W4 W5 W6 W7 W11 W11 W2 W14W15 W16 W13W12 W12 W13 W12 W8 W9 W100-1-12 Scale=1:93.1 PlateOffsets(X,Y):[3:0-3-8,0-0-12], [5:0-6-0,0-2-0], [7:0-3-0,0-1-12], [11:0-4-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.20 22-23 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.40 22-23 >999 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.94 Horz(CT)0.09 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:687 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2*Except*T2:2x6SP2400F2.0E BOT CHORD 2x4SPFNo.2*Except*B2,B1:2x6SP2400F2.0E WEBS 2x4SPFNo.2*Except*W3,W4,W5,W6,W7,W2,W9:2x4SPFStud, W1:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-5,7-11. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:15-16. WEBS 1 Rowatmidpt 13-14,7-19,8-17REACTIONS(lb/size)15=2314/0-6-0,(min.0-2-0),27=3073/0-6-0,(min.0-1-8) MaxHoriz27=353(LC12) MaxUplift15=-210(LC9),27=-576(LC12) Max Grav15=2570(LC40),27=3238(LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-3884/691,3-28=-6865/1108,28-29=-6869/1107,4-29=-6875/1109,4-30=-6876/1108,5-30=-6869/1108, 5-31=-4804/624,6-31=-4619/648,6-7=-3314/464,7-32=-2683/392,32-33=-2683/392,8-33=-2683/392,8-34=-1939/284, 34-35=-1939/284,9-35=-1939/284,9-10=-1939/284,10-36=-1939/284,11-36=-1939/284,11-12=-643/102, 2-27=-3153/583 BOTCHORD 26-27=-399/368,26-37=-896/3397,25-37=-896/3397,24-25=-1405/7598,23-24=-1405/7598,22-23=-1403/7606,21-22=-719/3980,20-21=-719/3980,19-20=-407/2800,18-19=-401/2683,17-18=-401/2683,16-17=-86/594 WEBS 3-26=-891/200,3-25=-588/4329,4-25=-771/195,5-25=-1304/386,7-20=-274/1715,11-16=-2013/357,2-26=-514/3286, 12-16=-281/2179,12-15=-2449/237,8-19=-78/804,7-19=-784/213,8-17=-1285/202,10-17=-714/242,11-17=-361/2351, 5-22=-3977/751,6-22=-231/1776,6-20=-2130/495 NOTES 1)2-ply truss tobe connectedtogetherwith10d(0.131"x3")nailsas follows:Top chords connectedas follows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chordsconnectedas follows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc.2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S)section.Ply toply connectionshavebeenprovided to distributeonlyloadsnotedas(F)or(B),unlessotherwiseindicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end vertical leftexposed;LumberDOL=1.60plategrip DOL=1.60 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 CatC;PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeappliedtoallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 8)Provideadequatedrainage topreventwaterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T11 1 22005245-12T PiggybackBaseGirder Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.WedJun1012:28:54 Page: 1 ID:XRXI83O22CeUIpAQ6f?hR4y7MgI-AgJSaYGJedg9aRqcr07QAehipRMI5FoB2XaDMrz7i6t Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding576 lbupliftat joint27and210lbupliftat joint15. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)217 lbdownand156 lbupat3-9-0,and126 lbdownand74 lbupat 5-9-12on topchord,and80 lbdownand8 lbupat3-9-0,and33 lbdownand13 lbupat5-9-12,and993 lbdownand159 lbupat7-10-8onbottom chord.Thedesign/ selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-5=-61,5-7=-51,7-11=-61,11-13=-51,14-27=-20 ConcentratedLoads(lb) Vert:3=-143(F),26=-38(F),25=-993(F),29=-64(F),37=-20(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T11 1 22005245-12T PiggybackBaseGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:54 Page: 2 ID:XRXI83O22CeUIpAQ6f?hR4y7MgI-AgJSaYGJedg9aRqcr07QAehipRMI5FoB2XaDMrz7i6t DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x5 3x4 19 18 17 16 1514 13 11 1 2 103 9 84567 T2 T1 T3 T4 T5 W1 W11 B1 B2B1 W5 W6 W7 W6 W7 W6 W5 W10 W2 W3 W4 W8 W9 Scale = 1:76.3 Plate Offsets(X,Y):[1:0-3-0,0-1-8], [4:0-5-0,0-1-12], [8:0-5-0,0-1-12], [15:0-4-12,Edge], [17:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.12 14-16 >999 360 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.30 16-17 >999 240 MT20 197/144 TCDL 10.0 RepStress Incr YES WB 0.91 Horz(CT)0.07 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:272 lb FT = 20% LUMBER TOP CHORD 2x4SPF1650F1.5E*Except*T2:2x4SPF2100F1.8E,T5:2x4SPF No.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W1,W3:2x4SPFStud BRACING TOPCHORD Structuralwoodsheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(2-2-0max.):4-8. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 4-16,5-16,5-14,7-14,8-14,8-13, 10-12,10-11,2-17,9-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)12=1841/0-6-0,(min.0-3-4),19=1584/Mechanical,(min.0-1-8) Max Horiz19=317(LC16) Max Uplift12=-154(LC13),19=-172(LC16) Max Grav12=2075(LC39),19=1699(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-20=-2198/205,20-21=-2061/212,2-21=-1979/233,2-22=-1967/222,22-23=-1961/227,3-23=-1911/244,3-4=-1909/271, 4-24=-1865/299,24-25=-1865/299,5-25=-1865/299,5-26=-1472/231,26-27=-1472/231,6-27=-1472/231,6-7=-1472/231, 7-28=-1472/231,28-29=-1472/231,8-29=-1472/231,8-30=-475/98,9-30=-508/94,1-19=-1622/214 BOT CHORD 18-19=-353/259,17-18=-413/1808,16-17=-277/1637,15-16=-308/1865,14-15=-308/1865,13-14=-73/472 WEBS 4-17=-75/537,4-16=-294/399,5-16=-164/404,5-14=-678/117,7-14=-715/243,8-14=-293/1748,8-13=-1587/308, 1-18=-79/1731,2-17=-590/264,9-13=-232/1747,9-12=-1963/182 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)1-1-12 to5-8-3, Interior(1)5-8-3 to17-4-10,Exterior(2R)17-4-10 to23-9-9, Interior(1)23-9-9 to40-11-14,Exterior(2E)40-11-14 to46-2-5zone;C-C formembers andforces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.;Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chordlive loadnonconcurrentwithanyotherliveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding172 lbupliftat joint19and154lbupliftat joint12. 10)This truss is designed inaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T12 1 12005245-12T PiggybackBase Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.Wed Jun1012:28:55 Page: 1 ID:XB8QN8tcAut21D?iQGQXjJy7Ocv-essqntHxPxo0CbPpPjefjrEq0rhQqiVLHBKmuHz7i6s DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 53 28 1 2 3 4 5 6 7 27268 259 241023111213141516171819202122 W1 T2 T1 T3 T4 T5 W3 B1 B1B2 W2 ST8ST9ST9ST9ST9ST9ST9ST9ST9ST9ST9ST9ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 Scale = 1:76.3 Plate Offsets(X,Y):[11:0-3-0,0-1-12], [19:0-3-0,0-3-0], [23:0-3-0,0-1-12], [45:0-2-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.00 28 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:353 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2 OTHERS 2x4SPF No.2*Except*ST4,ST3,ST2,ST1:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):11-23. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 27-28,24-31,22-32,21-33,20-34, 19-35,18-36,17-38,16-39,15-40,14-41,13-42,12-43,10-44,9-46, 8-47,25-30,26-29 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS Allbearings45-4-1. (lb)-MaxHoriz53=317(LC16) MaxUpliftAlluplift100(lb)or lessat joint(s)28,29,30,32,33,34,35,36,38,39,40,41,42,43,44,46,47,48,49,50,51except 52=-335(LC16),53=-199(LC14) Max GravAllreactions250(lb)orlessat joint(s)28,29,30,31,32,33, 34,35,36,38,39,40,41,42,43,44,46,47,48,49,50,51 except52=301(LC29),53=426(LC16) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-53=-411/214,1-2=-347/205,2-3=-288/163,3-4=-282/181 BOT CHORD 52-53=-313/175 WEBS 1-52=-229/409 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)1-1-12 to5-8-3,Exterior(2N)5-8-3 to17-4-10,Corner(3R)17-4-10 to21-11-0,Exterior(2N)21-11-0 to40-11-14, Corner(3R)40-11-14 to45-6-4,Exterior(2N)45-6-4 to46-2-5 zone;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandardIndustry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopesless than0.500/12inaccordance with IBC1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare2x4MT20unlessotherwiseindicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobe fully sheathed fromone faceor securelybracedagainstlateralmovement(i.e.diagonalweb). 10)Gable studsspacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100lbupliftat joint(s)28,32,33,34,35,36,38,39,40,41,42,43,44,46,47,48, 49,50,51,30,29except(jt=lb)53=198,52=335. 13)This truss isdesigned inaccordance with the2018 International Residential Code sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T12GE 1 12005245-12T PiggybackBaseSupported Gable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedJun1012:28:55 Page: 1 ID:zw2zYgZoRbOJCb7P3yP7rdy7Oak-essqntHxPxo0CbPpPjefjrE2Vrr_qupLHBKmuHz7i6s Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 14)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 15)2X4notchat20000o.c.isallowedalong the stacked top chord. Nonotchesallowedinoverhangand0 from leftendand0fromrightendor12"alongrakefrom scarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideatleastone tieplatebetween eachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T12GE 1 12005245-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:55 Page: 2 ID:zw2zYgZoRbOJCb7P3yP7rdy7Oak-essqntHxPxo0CbPpPjefjrE2Vrr_qupLHBKmuHz7i6s DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 3x8 3x5 6 5 4 3 2 1 W1 T1 W5 B1 W2 W3 W4 Scale = 1:44.2 Plate Offsets(X,Y):[5:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)-0.03 5-6 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.07 5-6 >999 240 TCDL 10.0 RepStress Incr NO WB 0.57 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:122 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPFStud*Except*W1:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 1-6REACTIONS(lb/size)4=3051/0-6-0,(min.0-2-9),6=3197/0-6-0,(min.0-2-9) Max Horiz6=-325(LC31) Max Uplift4=-407(LC13),6=-478(LC8) Max Grav4=3293(LC2),6=3303(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1729/217,3-4=-1928/252 BOT CHORD 6-7=-224/1460,7-8=-224/1460,5-8=-224/1460 WEBS 2-6=-2335/424,2-5=-336/2342,3-5=-239/1754 NOTES 1)2-ply truss tobe connected togetherwith10d(0.131"x3")nailsas follows: Top chords connectedas follows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-5-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,exceptifnotedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding407 lbupliftatjoint4and478 lbupliftat joint6. 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)1350 lbdownand107 lbupat0-9-5,1148lbdownand152 lbupat2-9-5, 1148 lbdownand152 lbupat4-9-5,and1148 lbdownand152 lbupat6-9-5,and1154 lbdownand150 lbupat8-9-5onbottom chord.Thedesign/selectionof 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:5=-1061(F),7=-1350(F),8=-1071(F),9=-1056(F),10=-1070(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T13 1 22005245-12T RoofSpecial Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:56 Page: 1 ID:O2YPRxoE8e0DTX43Nxdk5Ey7MiM-63QC?DHaAEwtpk_?zR9uF3nBYF16ZF3UVr3KQjz7i6r DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 4x4 4x4 9 8 7 1 2 6 3 5 4 T1 T2 W1 W1 B1 B1 W4 W3W3W2 W2 Scale = 1:53 Plate Offsets(X,Y):[8:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.15 8-9 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.70 Vert(CT)-0.31 8-9 >727 240 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:102 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF 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. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=661/0-6-0,(min.0-1-8),9=721/0-6-0,(min.0-1-8) Max Horiz9=321(LC15) Max Uplift7=-87(LC16),9=-91(LC17) Max Grav7=746(LC2),9=818(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-303/187,3-10=-625/196,4-10=-587/234,4-11=-588/235,5-11=-626/197,5-6=-255/141,2-9=-349/181,6-7=-257/125 BOT CHORD 8-9=-151/540,7-8=-68/432 WEBS 4-8=-196/589,5-8=-255/268,3-8=-251/269,3-9=-597/56,5-7=-597/94 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-11-12 to2-0-4, Interior(1)2-0-4 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to18-10-4zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 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 tobearingplatecapableofwithstanding91 lbupliftat joint9and87 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 ClayLot37 T14 1 12005245-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:56 Page: 1 ID:IbPR53xokJXkBTy1v2wYfSy7OWN-63QC?DHaAEwtpk_?zR9uF3n9OF0qZDjUVr3KQjz7i6r DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 24 14 131 122 113 104252726 95 6 8 7 W1 T1T1 W1 B1 B2 ST4 ST4ST5 ST6 ST3 ST2 ST1 ST3 ST2 ST1 3-8-8 Scale =1:54 Plate Offsets(X,Y):[14:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.41 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.23 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.01 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:120 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. JOINTS 1Braceat Jt(s):25,26 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS Allbearings19-0-0. (lb)-MaxHoriz24=-331(LC14) MaxUpliftAlluplift100(lb)or lessat joint(s)16,21except14=-223(LC15),15=-393(LC17),17=-184(LC17),20=-183(LC16), 23=-398(LC16),24=-239(LC14) MaxGravAllreactions250(lb)or lessat joint(s)16,17,20,21except 14=381(LC17),15=325(LC15),18=307(LC24),19=266(LC 33),23=335(LC14),24=387(LC16) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 12-14=-255/137,7-8=-147/259,8-28=-117/268,9-28=-136/259,11-12=-318/220,2-3=-323/233,5-6=-136/268,6-7=-147/259,2-24=-263/148 WEBS 3-23=-184/262,11-15=-179/260 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)-0-11-12 to2-0-4,Exterior(2N)2-0-4 to9-6-0, Corner(3R)9-6-0 to12-6-0,Exterior(2N)12-6-0 to19-11-12 zone; cantileverleftandrightexposed;endvertical left 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 consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; 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)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottomchordbearing. 9)Truss tobe fully sheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonal web). 10)Verticalgable studs spacedat2-0-0ocandhorizontalgable studs spacedat5-3-8oc. 11)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)21,16except(jt=lb)14=223,24=238,20=183,23=397,17=184,15=393. 13)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T14GE 1 12005245-12T CommonSupportedGable JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedJun1012:28:56 Page: 1 ID:9TyzzlYfp_22uogxgPLaVCy7OYA-63QC?DHaAEwtpk_?zR9uF3n8yF8GZG6UVr3KQjz7i6r Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 14)2X4notchat20000o.c.isallowedalong the stacked top chord. Nonotchesallowedinoverhangand1112 from leftendand1112 fromrightendor12"alongrakefrom scarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideatleastone tieplatebetween eachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T14GE 1 12005245-12T CommonSupportedGable Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:56 Page: 2 ID:9TyzzlYfp_22uogxgPLaVCy7OYA-63QC?DHaAEwtpk_?zR9uF3n8yF8GZG6UVr3KQjz7i6r DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 3x6 4x10 19 18 17 16 15 14 13 12 11 10 1 9 6 7 85 42 3 T1 T2 T3 T4 W1 W13 B1 B2 W3 W4 W5 W6 W7 W8 W9W2 W11W12W10W10W11W10W11 Scale =1:61.1 Plate Offsets(X,Y):[5:0-6-0,0-2-4], [8:0-4-12,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.85 Vert(LL)-0.18 15-16 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.35 15-16 >992 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.95 Horz(CT)0.05 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:178 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3:2x6SP2400F2.0E BOTCHORD 2x4SPF No.2*Except*B2:2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W4,W5,W6:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-4-11ocpurlins, exceptendverticals,and2-0-0ocpurlins(5-4-9max.):5-8. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:18-19. WEBS 1Rowatmidpt 4-17 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1124/0-6-0,(min.0-1-8),19=1052/0-6-0,(min.0-1-13) MaxHoriz19=-320(LC10) MaxUplift11=-399(LC13),19=-172(LC13) MaxGrav11=1315(LC38),19=1163(LC61) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1054/197,2-20=-1119/296,3-20=-986/325,3-21=-866/319,21-22=-1038/316,22-23=-1081/291,4-23=-1278/285, 4-5=-2906/505,5-24=-3617/805,24-25=-3619/805,6-25=-3623/805,6-26=-2436/573,26-27=-2436/573,7-27=-2436/573, 7-28=-2442/575,28-29=-2438/576,8-29=-2437/576,8-9=-749/238,1-19=-1145/178,9-11=-1404/404 BOTCHORD 18-19=-293/304,17-18=-185/882,16-17=-263/1980,15-16=-728/4053,15-30=-727/4053,30-31=-727/4053, 14-31=-727/4053,14-32=-762/3618,32-33=-762/3618,13-33=-762/3618,13-34=-120/530,12-34=-120/530 WEBS 2-18=-263/108,2-17=-154/252,3-17=-269/1111,4-17=-1601/492,4-16=-302/1771,5-16=-2685/591,1-18=-92/803, 8-12=-690/144,9-12=-224/1032,5-14=-743/175,8-13=-474/2205,6-14=-11/529,6-13=-1552/261,7-13=-434/133 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6)Provideadequatedrainage toprevent waterponding. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding172 lbupliftat joint19and399lbupliftat joint11. 10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T15 1 12005245-12T RoofSpecialGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedJun1012:28:57 Page: 1 ID:9GdGkhhBH38XwLpfiDUnMKy7OSq-aF_bCZICxY2kRuYBW8g7oGJCleO5IcLekVptzAz7i6q Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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)69 lbdownand40 lbupat19-0-12,69 lbdownand39lbupat20-6-15, 69 lbdownand39 lbupat22-6-15,69 lbdownand39 lbupat24-6-15,and69 lbdownand39 lbupat26-6-15,and147 lbdownand151lbupat28-8-2on top chord,and 18 lbdownand17 lbupat19-0-12,18 lbdownand17 lbupat20-6-15,18lbdownand17 lbupat22-6-15,18 lbdownand17 lbupat24-6-15,and18 lbdownand17 lb upat26-6-15,and29 lbdownand63 lbupat28-6-15onbottomchord.Thedesign/selectionofsuchconnectiondevice(s) is theresponsibilityofothers. 13)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-5=-51,5-8=-61,8-9=-51,9-10=-51,11-19=-20 ConcentratedLoads(lb) Vert:8=41(B),12=10(B),30=1(B),31=1(B),32=1(B),33=1(B),34=1(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T15 1 12005245-12T RoofSpecialGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:28:57 Page: 2 ID:9GdGkhhBH38XwLpfiDUnMKy7OSq-aF_bCZICxY2kRuYBW8g7oGJCleO5IcLekVptzAz7i6q DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 3x6 4x10 3x6 18 17 16 15 14 13 12 11 10 9 81 6 75 42 3 T1 T2 T3 T4 W1 W1 B1 B2 W4 W5 W9 W10 W11 W10 W12 W13 W6 W8 W3 W2 W7 Scale = 1:58.8 Plate Offsets(X,Y):[5:0-6-0,0-2-4], [7:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.70 Vert(LL)-0.15 12-13 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.31 12-13 >999 240 TCDL 10.0 RepStress Incr YES WB 0.83 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:155 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W5,W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-1ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-2-11max.):5-7. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:6-0-0ocbracing:17-18,10-11. WEBS 1 Rowatmidpt 4-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1172/0-6-0,(min.0-2-2),18=1058/0-6-0,(min.0-1-13) Max Horiz18=-321(LC12) Max Uplift10=-211(LC17),18=-141(LC17) Max Grav10=1336(LC42),18=1167(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1057/169,2-19=-1124/258,3-19=-991/287,3-20=-994/266,20-21=-1009/241,4-21=-1237/238,4-5=-2561/342, 5-22=-2247/343,6-22=-2247/343,6-23=-2247/343,7-23=-2247/343,7-8=-981/165,1-18=-1148/148,8-10=-1340/207 BOT CHORD 17-18=-296/305,16-17=-166/852,15-16=-192/1849,14-15=-192/1849,13-14=-275/2543,12-13=-277/2541, 11-12=-62/742 WEBS 3-16=-221/1109,5-12=-847/98,6-12=-639/181,7-12=-224/1773,7-11=-540/99,8-11=-69/959,4-16=-1474/405,5-14=-2027/226,2-17=-264/103,1-17=-80/806,4-14=-159/1925 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to27-6-2,Exterior(2E)27-6-2 to30-5-12 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=1.15Plate 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 tobearingplatecapableofwithstanding141 lbupliftatjoint18and211lbupliftat joint10. 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 ClayLot37 T16 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:58 Page: 1 ID:Mh8V6lxPG48Cu0?WrVFuwcy7NlJ-2RYzQvJqhsAb327O4sCMLUsQs2jU15Tnz9YRVcz7i6p DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 3x6 3x8 15 14 13 12 11 10 9 8 1 7 4 5 62 3 T1 T2 T3 T4 W1 W1 B1 B2 W7 W8 W9 W8 W10 W11 W3 W2 W4 W5 W6 Scale = 1:53.8 Plate Offsets(X,Y):[6:0-3-9,0-2-8], [7:0-3-7,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.10 10-11 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.20 11-13 >999 240 TCDL 10.0 RepStress Incr YES WB 0.57 Horz(CT)0.05 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:156 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T2:2x6SPFNo.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W5,W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-10ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-8-13max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1109/0-6-0,(min.0-2-0),15=1064/0-6-0,(min.0-1-13) Max Horiz15=302(LC15) Max Uplift8=-185(LC17),15=-140(LC17) Max Grav8=1272(LC41),15=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1058/169,2-16=-1127/258,3-16=-996/286,3-17=-915/259,17-18=-983/231,4-18=-1131/230,4-19=-1843/301, 5-19=-1843/301,5-20=-1844/302,20-21=-1843/302,6-21=-1843/302,6-7=-1169/187,1-15=-1148/148,7-8=-1253/193 BOT CHORD 14-15=-287/287,13-14=-190/836,12-13=-240/1985,11-12=-240/1985,10-11=-242/1981,9-10=-91/838 WEBS 4-10=-583/89,5-10=-626/184,6-10=-147/1316,6-9=-333/88,7-9=-69/923,2-14=-267/101,1-14=-81/804, 3-13=-190/1065,4-13=-1666/381 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to26-4-2,Exterior(2E)26-4-2 to29-4-4 zone; cantilever leftandright exposed ; 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=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding140 lbupliftatjoint15and185lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T17 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:59 Page: 1 ID:4QKYwcgguqqYiOAEwprBuUy7NkM-We6LdFKSS9ISgCiaeZjbthOcMS3VmcjxCpI_12z7i6o DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 3x6 15 14 13 12 11 10 9 8 1 7 2 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W7 W8 W9 W8 W10 W11 W3 W2 W4 W5 W6 Scale = 1:55.2 Plate Offsets(X,Y):[4:0-6-0,0-2-4], [6:0-3-9,0-2-8], [7:0-0-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.68 Vert(LL)-0.08 10-11 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.16 10-11 >999 240 TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT)0.04 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:157 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W4,W5,W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-14ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-0-10max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:6-0-0ocbracing:14-15. WEBS 1 Rowatmidpt 4-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1105/0-6-0,(min.0-1-15),15=1068/0-6-0,(min.0-1-13) Max Horiz15=-301(LC12) Max Uplift8=-185(LC17),15=-140(LC17) Max Grav8=1241(LC41),15=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1061/167,2-16=-1123/259,3-16=-990/287,3-17=-904/284,17-18=-997/260,4-18=-1114/255,4-19=-1584/288, 5-19=-1585/288,5-20=-1585/288,20-21=-1584/288,6-21=-1584/288,6-22=-1165/208,7-22=-1242/182,1-15=-1152/148,7-8=-1206/203 BOT CHORD 14-15=-287/285,13-14=-202/839,12-13=-179/1601,11-12=-179/1601,10-11=-181/1598,9-10=-77/868 WEBS 4-10=-363/83,5-10=-637/191,6-10=-129/1047,7-9=-79/894,2-14=-260/107,1-14=-83/810,3-13=-226/1145, 4-13=-1407/346 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to25-2-2,Exterior(2R)25-2-2 to28-2-2, Interior(1)28-2-2 to29-4-4 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=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding140 lbupliftatjoint15and185lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T18 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:59 Page: 1 ID:VQlXfxZX9lUPQM5D3aenDNy7Nhw-We6LdFKSS9ISgCiaeZjbthObwS5GmdMxCpI_12z7i6o DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 1.5x4 3x6 15 14 13 12 11 10 9 8 71 2 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W7 W8 W9 W8 W10 W11 W3 W2 W4 W5 W6 Scale = 1:55.4 Plate Offsets(X,Y):[6:0-3-9,0-2-8], [7:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.69 Vert(LL)-0.07 10-12 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.14 10-12 >999 240 TCDL 10.0 RepStress Incr YES WB 0.61 Horz(CT)0.04 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:165 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W4,W5,W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-2ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-4-2max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:6-0-0ocbracing:14-15. WEBS 1 Rowatmidpt 4-10,4-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1101/0-6-0,(min.0-1-14),15=1072/Mechanical,(min.0-1-8) Max Horiz15=287(LC15) Max Uplift8=-185(LC17),15=-141(LC17) Max Grav8=1210(LC41),15=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1062/160,2-16=-1123/258,16-17=-993/261,3-17=-987/286,3-18=-996/296,4-18=-1074/268,4-19=-1392/284, 5-19=-1392/284,5-20=-1392/284,20-21=-1392/284,6-21=-1392/284,6-22=-1217/218,22-23=-1219/193,7-23=-1267/179,1-15=-1153/149,7-8=-1162/210 BOT CHORD 14-15=-281/274,13-14=-210/836,12-13=-146/1334,11-12=-147/1333,10-11=-147/1333,9-10=-73/869 WEBS 5-10=-637/190,6-10=-138/852,7-9=-89/857,2-14=-259/107,1-14=-83/812,3-13=-263/1218,4-13=-1301/331 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to24-0-2,Exterior(2R)24-0-2 to27-0-2, Interior(1)27-0-2 to29-4-4 zone; cantileverrightexposed ; end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 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 tobearingplatecapableofwithstanding141 lbupliftatjoint15and185lbupliftat joint8. 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 ClayLot37 T19 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:28:59 Page: 1 ID:sf4rHTqK_WFI3lnSLC1x60y7Nha-We6LdFKSS9ISgCiaeZjbthObqS6Omb9xCpI_12z7i6o DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 1.5x4 3x6 16 15 14 13 12 11 10 9 1 8 7 2 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W7 W8 W9 W8 W10 W3 W2 W4 W5 W6 W11 W12 Scale = 1:55.4 Plate Offsets(X,Y):[6:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.06 11-13 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.14 11-13 >999 240 TCDL 10.0 RepStress Incr YES WB 0.71 Horz(CT)0.04 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:176 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W2,W11,W12:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-7-1ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-7-7max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:6-0-0ocbracing:15-16. WEBS 1 Rowatmidpt 4-11,4-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1097/0-6-0,(min.0-1-15),16=1076/Mechanical,(min.0-1-8) Max Horiz16=-301(LC12) Max Uplift9=-185(LC17),16=-140(LC17) Max Grav9=1221(LC42),16=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1061/167,2-17=-1123/261,17-18=-987/265,3-18=-980/289,3-4=-1048/305,4-19=-1238/289,19-20=-1238/289, 5-20=-1239/288,5-21=-1239/288,6-21=-1238/289,6-22=-1234/262,7-22=-1241/220,1-16=-1153/145 BOT CHORD 15-16=-289/286,14-15=-226/840,13-14=-158/1130,12-13=-159/1129,11-12=-159/1129,10-11=-76/853,9-10=-141/625 WEBS 5-11=-638/186,6-11=-148/698,2-15=-260/108,1-15=-81/813,3-14=-304/1293,4-14=-1280/336,7-10=-76/327, 7-9=-1325/334 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2E)9-6-0 to12-4-2, Interior(1)12-4-2 to22-10-2,Exterior(2R)22-10-2 to25-10-2, Interior(1)25-10-2 to 29-4-4 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=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding140 lbupliftatjoint16and185lbupliftat joint9. 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 ClayLot37 T20 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:00 Page: 1 ID:ZhslJLvHVeXTLMDIStyVhzy7NTH-_qgjrbK4DTQJIMHmCHEqQvxn6sTIV0p4QT1XZVz7i6n DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 1.5x4 3x6 16 15 14 13 12 11 10 9 81 7 2 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W7 W8 W9 W8 W10 W4 W5 W3 W2 W11 W12 W6 Scale = 1:55.4 Plate Offsets(X,Y):[4:0-6-4,0-2-4], [6:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.09 9-10 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.43 Vert(CT)-0.19 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.03 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:185 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W2,W11,W12:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-6ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-10-12max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:6-0-0ocbracing:15-16. WEBS 1 Rowatmidpt 4-11,5-11,4-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1093/0-6-0,(min.0-1-15),16=1081/Mechanical,(min.0-1-8) Max Horiz16=-301(LC14) Max Uplift9=-185(LC17),16=-140(LC17) Max Grav9=1252(LC42),16=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1060/167,2-17=-1125/261,17-18=-1029/265,3-18=-1008/289,3-4=-1065/316,4-19=-1109/294,19-20=-1109/294, 5-20=-1109/294,5-21=-1109/294,6-21=-1109/294,6-22=-1162/277,7-22=-1215/235,1-16=-1151/145 BOT CHORD 15-16=-289/287,14-15=-238/838,13-14=-165/962,12-13=-165/961,11-12=-165/961,10-11=-76/827,9-10=-148/712 WEBS 4-11=-105/295,5-11=-638/186,6-11=-162/565,3-14=-337/1371,2-15=-263/107,1-15=-80/809,7-10=-131/262, 7-9=-1335/324,4-14=-1293/347 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2E)9-6-0 to11-2-2,Interior(1)11-2-2 to21-8-2,Exterior(2R)21-8-2 to24-8-2, Interior(1)24-8-2 to29-4-4 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=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding140 lbupliftatjoint16and185lbupliftat joint9. 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 ClayLot37 T21 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:00 Page: 1 ID:mEnlkPu8t1CB0Zmq3JuzLZy7NQj-_qgjrbK4DTQJIMHmCHEqQvxn9sS?V104QT1XZVz7i6n DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 1.5x4 3x6 14 16 15 13 12 11 10 9 1 8 72 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W4 W6 W7 W8 W7 W9 W10W3 W2 W3 W2 W5 Scale = 1:57 Plate Offsets(X,Y):[6:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.61 Vert(LL)-0.06 12-14 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.11 12-14 >999 240 TCDL 10.0 RepStress Incr YES WB 0.60 Horz(CT)0.03 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:186 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W10,W1,W3,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-10-1ocpurlins, exceptend verticals,and2-0-0ocpurlins(5-0-6max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-14,5-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1088/0-6-0,(min.0-2-0),16=1085/Mechanical,(min.0-1-8) Max Horiz16=-301(LC14) Max Uplift9=-185(LC17),16=-140(LC17) Max Grav9=1255(LC42),16=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1074/168,2-17=-1128/259,17-18=-1072/262,3-18=-1016/287,3-4=-963/265,4-19=-996/300,19-20=-996/300, 5-20=-997/300,5-21=-997/300,21-22=-997/300,6-22=-996/300,6-23=-1108/309,23-24=-1110/283,7-24=-1161/267, 7-25=-966/192,8-25=-1136/167,1-16=-1151/147,8-9=-1233/193 BOT CHORD 15-16=-289/287,14-15=-250/835,13-14=-170/817,12-13=-170/817,11-12=-79/787,10-11=-111/798 WEBS 4-14=-1170/315,4-12=-123/393,5-12=-655/184,6-12=-166/458,6-11=-63/295,7-11=-265/194,2-15=-260/101, 1-15=-74/803,7-10=-293/106,8-10=-96/851,3-14=-283/1261 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2E)9-6-0 to10-0-2, Interior(1)10-0-2 to20-6-2,Exterior(2R)20-6-2 to23-6-2, Interior(1)23-6-2 to29-4-4 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=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding140 lbupliftatjoint16and185lbupliftat joint9. 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 ClayLot37 T22 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:01 Page: 1 ID:JPrVM8vr5rnH5TBz_yPflGy7NPP-T0E52xLi_nZAwWszl_l3y6UyWGpiEVrDf7n56xz7i6m DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x8 3x8 15 14 13 12 11 10 9 8 71 2 6 43 5 T1 T2 T1 W1 W1 B1 B2 W3 W4 W5 W6 W6 W5 W4 W3 W2 W2 W7 0-1-12 Scale = 1:57.3 Plate Offsets(X,Y):[1:0-3-7,Edge], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [7:0-3-7,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)-0.06 9-10 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.37 Vert(CT)-0.12 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.48 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:181 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(5-11-7max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 4-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1080/0-6-0,(min.0-2-2),15=1080/Mechanical,(min.0-1-8) Max Horiz15=317(LC13) Max Uplift8=-97(LC17),15=-97(LC16) Max Grav8=1366(LC40),15=1366(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1268/120,16-17=-1112/134,2-17=-1110/137,2-18=-1318/217,18-19=-1145/221,3-19=-1058/257,3-20=-844/262, 4-20=-844/262,4-21=-844/262,5-21=-844/262,5-22=-1058/257,22-23=-1145/221,6-23=-1318/217,6-24=-1110/137, 24-25=-1112/134,7-25=-1268/120,1-15=-1354/131,7-8=-1354/131 BOT CHORD 14-15=-306/298,13-14=-259/946,12-13=-161/749,11-12=-161/749,10-11=-72/749,9-10=-94/929 WEBS 2-14=-347/110,2-13=-300/253,3-13=-75/307,3-11=-177/329,5-11=-177/329,5-10=-75/307,6-10=-300/253, 6-9=-347/110,1-14=-78/1023,7-9=-79/1023,4-11=-538/151 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to10-1-15,Exterior(2R)10-1-15 to14-4-13, Interior(1)14-4-13 to19-4-2,Exterior(2R)19-4-2 to23-7-0, Interior(1)23-7-0 to 29-4-4 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=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding97 lbupliftat joint15and97 lbupliftat joint8. 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 ClayLot37 T23 1 12005245-12T Hip Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:01 Page: 1 ID:VPiffbTNTn9qhS7ybFk90hy7NNN-T0E52xLi_nZAwWszl_l3y6UtHGpIEXjDf7n56xz7i6m DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 8x8 3x5 8x8 2x4 612 711 1 51098 2 4 3 T1 T1 W1 W1 B1 B2 B1 W3W4W3 W5 W4 W2 W2 ST3 ST4ST2 ST1 ST3 ST4 ST2 ST1 Scale = 1:38.7 Plate Offsets(X,Y):[1:Edge,0-1-12], [5:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.57 Vert(LL)-0.16 8-9 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.94 Vert(CT)-0.29 8-9 >811 240 TCDL 10.0 RepStress Incr YES WB 0.44 Horz(CT)0.20 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:98 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-2-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)6=686/0-6-0,(min.0-1-8),12=686/0-6-0,(min.0-1-8) Max Horiz12=148(LC13) Max Uplift6=-99(LC17),12=-99(LC16) Max Grav6=775(LC2),12=775(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-25=-1419/202,2-25=-1256/223,2-3=-1007/188,3-4=-1007/194,4-26=-1256/180,5-26=-1419/159,1-12=-877/191, 5-6=-877/150 BOT CHORD 11-12=-182/276,10-11=-206/1192,9-10=-202/1164,8-9=-82/1131,7-8=-78/1149 WEBS 4-8=0/258,2-9=-495/215,2-10=0/258,3-9=-165/832,4-9=-466/189,1-11=-43/1031,5-7=-50/1031 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-10-0,Exterior(2R)9-10-0 to13-0-4, Interior(1)13-0-4 to19-6-4 zone;C-C formembersand forces&MWFRS for reactions 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=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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Bearingat joint(s)12,6 considersparallel tograin valueusingANSI/TPI1angletograin formula.Buildingdesigner should verify capacityofbearing surface. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding99 lbupliftat joint12and99 lbupliftat joint6. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand0 from leftendand0 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stackingchords.Foredge-wisenotching,provideat leastone tieplatebetween eachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T24GE 1 12005245-12T RoofSpecialStructuralGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:02 Page: 1 ID:WJOedHv1SL9yTkjq3lN3Kny7NLW-xDoUFHMKl4h0XfR9JhGIVK08tf0Wz?TNunWeeNz7i6l DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 412 3x5 =6x6 1.5x4 1.5x4 =6x6 11 8 10 9 1 762 3 5 4 W1 T1 T1 T2 T2 W1B1 B2 B1W2 W3 W4 W5 W5 W4 W3 W2 Scale =1:42.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)-0.09 9-10 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)-0.20 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.44 Horz(CT)0.13 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:88 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-3ocpurlins,exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-2,6-7. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=704/0-6-0,(min.0-1-8),11=704/Mechanical,(min.0-1-8) MaxHoriz11=120(LC15) MaxUplift8=-101(LC17),11=-101(LC16) Max Grav8=956(LC42),11=956(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-12=-1992/206,3-12=-1828/222,3-4=-1990/352,4-5=-1990/286,5-13=-1828/188,6-13=-1992/173 BOTCHORD 10-11=-272/1117,9-10=-74/1054,8-9=-152/1117 WEBS 2-11=-1604/274,2-10=0/583,3-10=-386/201,4-10=-248/1029,4-9=-205/1029,5-9=-386/202,6-9=-6/583,6-8=-1604/226 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to2-0-0, Interior(1)2-0-0 to9-10-0,Exterior(2R)9-10-0to13-0-4, Interior(1)13-0-4 to19-6-4zone;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)Refer togirder(s) for truss to truss connections. 8)Bearingat joint(s)8 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding101 lbupliftatjoint8and101 lbupliftat joint11. 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 ClayLot37 T25 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:02 Page: 1 ID:UskpbTabylYM0yGL9krQwty7NJM-xDoUFHMKl4h0XfR9JhGIVK09Zf8sz?UNunWeeNz7i6l DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 412 3x5 =6x6 1.5x4 1.5x4 =6x6 11 8 10 9 1 726 53 4 W1 T1 T1 T2 T2 W1 B1 B2 B1 W2 W3 W4 W5 W5 W4 W3 W2 Scale =1:42.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)-0.09 9-10 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.21 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.96 Horz(CT)0.14 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:91 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-2-15ocpurlins,exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-2,6-7. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=724/0-6-0,(min.0-1-8),11=724/Mechanical,(min.0-1-8) MaxHoriz11=-90(LC12) MaxUplift8=-104(LC17),11=-104(LC16) Max Grav8=834(LC42),11=834(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-12=-1771/199,3-12=-1711/208,3-13=-1794/293,4-13=-1664/302,4-14=-1664/257,5-14=-1794/248,5-15=-1711/185, 6-15=-1771/176 BOTCHORD 10-11=-276/1398,9-10=-93/986,8-9=-175/1398 WEBS 2-11=-1724/254,3-10=-253/135,4-10=-200/879,4-9=-168/879,5-9=-254/137,6-8=-1724/211 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-10-0,Exterior(2R)9-10-0 to13-0-4, Interior(1)13-0-4 to19-6-4 zone;C-C formembersand forces&MWFRS for reactions 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)Refer togirder(s) for truss to truss connections.8)Bearingat joint(s)8 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding104 lbupliftatjoint8and104 lbupliftat joint11. 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 ClayLot37 T26 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:03 Page: 1 ID:J5Cn7mU?XUssuJwZUGAmwUy7NIC-xDoUFHMKl4h0XfR9JhGIVK0CZf7_ztPNunWeeNz7i6l DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 412 2x4 2x4 9 6 8 7 1 542 3 W1 T1 T1 T2 T2 W1 B1 B2 B1 W2 W3 W4 W4 W3 W2 Scale =1:42.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.86 Vert(LL)-0.10 7-8 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.23 7-8 >999 240 TCDL 10.0 RepStress Incr YES WB 0.67 Horz(CT)0.11 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:90 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-9ocpurlins,exceptend verticals,and2-0-0ocpurlins(2-8-1max.):1-2,4-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=744/0-6-0,(min.0-1-8),9=744/Mechanical,(min.0-1-8) MaxHoriz9=59(LC13) MaxUplift6=-108(LC17),9=-108(LC16) Max Grav6=835(LC42),9=835(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-9=-782/158,1-10=-1476/201,10-11=-1476/202,2-11=-1475/202,2-12=-1569/223,3-12=-1486/244,3-13=-1486/217, 4-13=-1569/195,4-14=-1475/179,14-15=-1476/179,5-15=-1476/178,5-6=-782/144 BOTCHORD 7-8=-102/867 WEBS 1-8=-210/1561,2-8=-1044/271,3-8=-151/804,3-7=-128/804,4-7=-1044/252,5-7=-188/1561 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-10-0,Exterior(2R)9-10-0 to12-10-0, Interior(1)12-10-0 to19-6-4 zone;C-C formembersand forces&MWFRSfor reactions 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)Refer togirder(s) for truss to truss connections.8)Bearingat joint(s)6 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding108 lbupliftatjoint6and108 lbupliftat joint9. 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 ClayLot37 T27 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:03 Page: 1 ID:v3aVdNsSD0mT64oXoHE2h0y7NHj-PPLsTdNzWOpt9p0LtPnX2XZE53U9iO9W6RGCApz7i6k DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 412 2x4 =5x6 =5x6 2x4 91514 13 12 11 10 1 3 7 8246 5 T1 T2 T3 T3 T4 W10 W1 B1 B2 B1 W2W3 W4 W5W6 W7 W8 W6 W5 W9W7 W8 Scale = 1:47.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.89 Vert(LL)-0.07 9-10 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.16 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.57 Horz(CT)0.08 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:121 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-1-5ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-0-12max.):2-4,6-8. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=764/Mechanical,(min.0-1-8),15=756/Mechanical,(min. 0-1-8) Max Horiz15=38(LC13) Max Uplift9=-116(LC17),15=-109(LC16) Max Grav9=956(LC44),15=906(LC44) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-16=-1133/150,16-17=-1134/149,17-18=-1134/149,3-18=-1136/149,3-4=-1120/124,4-5=-1272/170,5-6=-1269/164, 6-7=-1119/124,7-19=-1164/131,19-20=-1164/131,20-21=-1164/131,8-21=-1164/131,8-9=-899/152,1-15=-870/52 BOT CHORD 12-13=-173/1154,11-12=-103/879,10-11=-136/1186 WEBS 1-14=-67/885,2-14=-900/188,2-13=-138/1172,3-13=-505/100,4-12=-476/70,5-12=-113/637,7-10=-542/134, 8-10=-147/1310,6-11=-450/40,5-11=-93/634 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)16-5-12 to17-4-0,Exterior(2R)17-4-0to20-4-0, Interior(1)20-4-0 to26-2-0,Exterior(2E)26-2-0 to28-0-0, Interior(1)28-0-0to35-10-4 zone;C-C formembers and forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding.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 tobearingplatecapableofwithstanding116 lbupliftat joint9and109 lbupliftat joint15. 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 ClayLot37 T28 1 12005245-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:03 Page: 1 ID:7wIl3441sLG_6bCvRJg8Q?zBiIu-PPLsTdNzWOpt9p0LtPnX2XZEg3WWiQgW6RGCApz7i6k DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x5 =6x6 2x4 711 10 9 8 1 3 4 5 62 T1 T2 T3 W8 W1 B1 B2 B1 W5 W6 W5 W7 W2 W3 W4 0-1-12 Scale =1:44.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.07 8-9 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.16 8-9 >999 240 TCDL 10.0 RepStress Incr YES WB 0.53 Horz(CT)0.06 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:106 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6,W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,exceptend verticals,and2-0-0ocpurlins(4-6-4max.):2-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 6-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=781/Mechanical,(min.0-1-8),11=756/Mechanical,(min. 0-1-8) MaxHoriz11=64(LC16) MaxUplift7=-170(LC13),11=-105(LC13) Max Grav7=1056(LC36),11=908(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-464/84,2-3=-971/175,3-12=-983/178,12-13=-983/178,4-13=-983/178,4-5=-1024/172,5-6=-1024/172,6-7=-1000/205,1-11=-884/130 BOTCHORD 9-10=-97/440,8-9=-178/1042 WEBS 3-9=-490/156,4-8=-614/210,6-8=-212/1258,1-10=-92/738,2-10=-701/133,2-9=-150/955 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)16-5-12 to19-4-0,Exterior(2R)19-4-0 to23-6-15, Interior(1)23-6-15 to35-10-4zone;C-C formembersand forces&MWFRS forreactionsshown;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)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding105 lbupliftatjoint11and170lbupliftat joint7. 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 ClayLot37 T29 1 12005245-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:04 Page: 1 ID:Fu9OjGtmUW3aPs0HcxAM?Xy7NBE-tbvEgyObHixknzbXR6Imal6RrTqDRtfgL5?liGz7i6j DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 412 1.5x4 =6x6 2x4 610 9 8 7 1 3 4 52 T1 T2 W8 W1 B1 B2 B1 W4 W5 W6 W5 W7 W2 W3 0-1-12 Scale =1:44.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.07 7-8 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.16 7-8 >999 240 TCDL 10.0 RepStress Incr YES WB 0.49 Horz(CT)0.04 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:114 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W6,W7:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,exceptend verticals,and2-0-0ocpurlins(5-3-0max.):2-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 5-6,3-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=777/Mechanical,(min.0-1-8),10=740/Mechanical,(min. 0-1-8) MaxHoriz10=111(LC16) MaxUplift6=-173(LC13),10=-67(LC13) Max Grav6=1032(LC36),10=810(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-11=-630/84,11-12=-596/95,2-12=-587/110,2-3=-728/148,3-13=-813/147,13-14=-813/147,4-14=-813/147,4-15=-797/142,5-15=-797/142,5-6=-975/208,1-10=-771/113 BOTCHORD 8-9=-124/559,7-8=-149/736 WEBS 2-8=-157/794,3-8=-526/198,4-7=-660/211,5-7=-191/1070,1-9=-64/654,2-9=-500/95 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)16-5-12 to19-5-12, Interior(1)19-5-12 to21-4-0,Exterior(2R)21-4-0 to25-6-15, Interior(1)25-6-15 to35-10-4 zone;C-C formembersand forces&MWFRS for reactions 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)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding67 lbupliftatjoint10and173 lbupliftat joint6. 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 ClayLot37 T30 1 12005245-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:04 Page: 1 ID:FAhpI44QUlCAxTqY60_LB7y7NAz-tbvEgyObHixknzbXR6Imal6RsTqdRuFgL5?liGz7i6j DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 412 2x4 2x4 8 5 7 6 1 3 42 T1 T2 W7 W1 B1 B2 B1 W2 W3 W4 W5 W6 0-1-12 Scale = 1:46.2 Plate Offsets(X,Y):[1:0-3-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.98 Vert(LL)-0.06 5-6 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.13 6-7 >999 240 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.03 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:107 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W7,W4,W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(5-11-1max.):2-4. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-5,2-6 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=771/Mechanical,(min.0-1-8),8=726/Mechanical,(min. 0-1-8) Max Horiz8=159(LC16) Max Uplift5=-175(LC13),8=-32(LC16) Max Grav5=995(LC36),8=822(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-670/73,9-10=-631/84,10-11=-625/87,2-11=-623/110,2-12=-646/125,3-12=-649/125,3-13=-632/119, 4-13=-632/119,4-5=-937/209,1-8=-770/122 BOT CHORD 6-7=-146/550 WEBS 1-7=-34/591,3-6=-669/224,4-6=-177/930 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)16-5-12 to19-5-12, Interior(1)19-5-12 to23-4-0,Exterior(2R)23-4-0 to27-6-15, Interior(1)27-6-15 to35-10-4 zone;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint8and175 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 ClayLot37 T31 1 12005245-12T HalfHip Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:04 Page: 1 ID:he2xuoZylEZsaD9?FdAy8ry7N93-tbvEgyObHixknzbXR6Imal6N?TrHRrxgL5?liGz7i6j DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 15 14 13 12 11 10 9 8 1 2 3 5 6 74 W1 T1 T2 T3 W11 B1 B2 W2 W6 W7 W4 W5 W3 W8 W10W9W8W9 0-1-12 Scale =1:50.8 Plate Offsets(X,Y):[1:0-3-8,0-2-12], [2:0-3-0,Edge], [7:0-3-8,0-3-4], [8:0-5-0,0-2-0], [10:0-3-8,0-4-12], [11:0-3-8,0-4-12], [12:0-3-8,0-4-12], [14:0-3-8,0-5-0], [15:0-5-0,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.67 Vert(LL)-0.09 10-11 >999 360 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.17 10-11 >999 240 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.94 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:392 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPF No.2*Except*W1,W11:2x6SPF No.2,W4,W3:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-10-9ocpurlins, exceptendverticals,and2-0-0ocpurlins(6-0-0max.):1-2,4-7. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 7-8,5-9REACTIONS(lb/size)8=7848/Mechanical,(min.0-1-8),15=7672/Mechanical,(min. 0-1-8) MaxHoriz15=167(LC12) MaxUplift8=-886(LC9),15=-747(LC12) MaxGrav8=8034(LC36),15=7731(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-15=-6831/666,1-2=-2167/207,2-16=-4233/411,3-16=-4193/427,3-4=-4183/470,4-5=-3412/384,5-17=-2216/246, 6-17=-2216/246,6-7=-2216/246,7-8=-6563/756 BOTCHORD 14-19=-362/2047,13-19=-362/2047,13-20=-362/2047,12-20=-362/2047,12-21=-485/3589,11-21=-485/3589, 11-22=-430/3567,10-22=-430/3567,10-23=-383/3409,23-24=-383/3409,9-24=-383/3409 WEBS 1-14=-656/6901,4-11=-328/2549,2-12=-277/3113,2-14=-4787/483,4-10=-709/166,7-9=-748/6747,5-10=-369/3201, 5-9=-3616/439,6-9=-275/127 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-3rows staggeredat0-5-0oc.Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)Provideadequatedrainage toprevent waterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Refer togirder(s) for truss to truss connections. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding747 lbupliftat joint15and886lbupliftat joint8. 12)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot37 T32 1 22005245-12T RoofSpecialGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedJun1012:29:05 Page: 1 ID:sZoNv?Jr9HN30luwufHVfwy7N85-LoTcuIOD2?3bO7Ak_qq?7yedWt54ADWpallIFiz7i6i Continuedonpage 2 DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)1406 lbdownand141 lbupat0-11-4,1403lbdownand143 lbupat 2-11-4,1403 lbdownand143 lbupat4-11-4,1403 lbdownand143 lbupat6-11-4,1403lbdownand143 lbupat8-11-4,1403 lbdownand143 lbupat10-11-4,1403lb downand143 lbupat12-11-4,1403lbdownand143 lbupat14-11-4,and1403 lbdownand143lbupat16-11-4,and1408lbdownand140 lbupat18-11-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-61,2-4=-51,4-7=-61,8-15=-20 ConcentratedLoads(lb) Vert:11=-1403(F),18=-1406(F),19=-1403(F),20=-1403(F),21=-1403(F),22=-1403(F),23=-1403(F),24=-1403(F),25=-1403(F),26=-1408(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 T32 1 22005245-12T RoofSpecialGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun1012:29:05 Page: 2 ID:sZoNv?Jr9HN30luwufHVfwy7N85-LoTcuIOD2?3bO7Ak_qq?7yedWt54ADWpallIFiz7i6i DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 1.5x4 1.5x4 1.5x4 1 4 2 3 T1 W1 B1 ST1 Scale = 1:27.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:28 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud 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 (lb/size)1=129/8-7-9,(min.0-1-8),4=95/8-7-9,(min.0-1-8), 5=377/8-7-9,(min.0-1-8) Max Horiz1=189(LC13) Max Uplift4=-33(LC13),5=-153(LC16) Max Grav1=159(LC30),4=148(LC22),5=464(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-8=-254/172 WEBS 2-5=-344/209 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to8-6-3 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding33 lbupliftat joint4and153 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 ClayLot37 V01 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:05 Page: 1 ID:5Oup6sI0J?t8Je_jdCSWTcy7hUr-LoTcuIOD2?3bO7Ak_qq?7yeiotDNAQqpallIFiz7i6i DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =1.5x4 1.5x4 1 3 2 T1 W1 B1 Scale = 1:20.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=179/5-2-6,(min.0-1-8),3=179/5-2-6,(min.0-1-8) Max Horiz1=109(LC13) Max Uplift1=-26(LC16),3=-59(LC16) Max Grav1=229(LC22),3=254(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-6=-365/89 BOT CHORD 1-3=-182/312 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to5-1-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Bearingat joint(s)3considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding26 lbupliftat joint1and59 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Gapbetween insideof topchordbearingand firstdiagonalor vertical web shallnotexceed0.500in. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 V02 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:05 Page: 1 ID:1n0ZXXJGrc8sZy75kdV_Z1y7hUp-LoTcuIOD2?3bO7Ak_qq?7yeh2tA2AR8pallIFiz7i6i DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 7 12 1.5x4 1.5x4 1 3 2 T1 W1 B1 Scale = 1:19.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=155/4-6-3,(min.0-1-8),3=155/4-6-3,(min.0-1-8) Max Horiz1=93(LC13) Max Uplift1=-23(LC16),3=-51(LC16) Max Grav1=208(LC22),3=218(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-6=-326/76,1-6=-306/79 BOT CHORD 1-3=-162/276 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to4-4-14 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding51 lbupliftat joint3and23 lbupliftat joint1. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 V03 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:06 Page: 1 ID:NkpSaFNPg9m9fj03XA49G5y7hUk-p_1_5ePrpJBS0HkwYXLEfABubHXivuOypPUsn8z7i6h DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 1.5x4 1.5x4 1.5x4 1 4 2 3 T1 W1 B1 ST1 Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:26 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 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 (lb/size)1=106/7-11-5,(min.0-1-8),4=102/7-11-5,(min.0-1-8), 5=344/7-11-5,(min.0-1-8) Max Horiz1=173(LC13) Max Uplift4=-32(LC13),5=-139(LC16) Max Grav1=135(LC30),4=154(LC22),5=433(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-5=-329/204 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to7-10-0 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint4and139 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 ClayLot37 V04 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:06 Page: 1 ID:oJVbDGPHz38kWBkeCIestjy7hUh-p_1_5ePrpJBS0HkwYXLEfABuRHaIvtCypPUsn8z7i6h DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 1 7 2 3 4 5 6 T1 W1 B1 ST4 ST3 ST2 ST1 Scale = 1:33.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:48 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-1-14. (lb)-Max Horiz1=256(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)7,8,9,10,11 Max GravAllreactions250(lb)or lessat joint(s)1,7,8,9,10except 11=266(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-368/186,2-3=-284/131 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-7 to3-2-5,Exterior(2N)3-2-5 to11-0-9 zone;cantilever leftexposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions 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)Allplatesare1.5x4MT20unlessotherwise indicated. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)7,8,9,10,11. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 V05 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:06 Page: 1 ID:KrPnR6B_CYtHMQMA9WJe9wy7hUz-p_1_5ePrpJBS0HkwYXLEfABxYHarvtuypPUsn8z7i6h DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 1.5x4 =3x4 1 7 2 6 43 5 T1 T2 T1 B1 ST2 ST1 ST1 0-1-12 Scale =1:30.1 Plate Offsets(X,Y):[3:0-2-3,0-1-8], [5:0-2-3,0-1-8], [6:0-1-15,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings13-9-13. (lb)-MaxHoriz1=84(LC13) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7,8,9,10 Max GravAllreactions250(lb)or lessat joint(s)1,7except8=385(LC 40),9=504(LC39),10=385(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-9=-425/119,2-10=-275/129,6-8=-274/129 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-4 to2-11-2,Exterior(2N)2-11-2 to3-6-1, Corner(3R)3-6-1 to6-6-1,Exterior(2N)6-6-1 to10-4-4,Corner(3R)10-4-4 to13-1-14,Exterior(2N)13-1-14 to13-10-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&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 IBC1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Gablerequires continuousbottom chordbearing. 8)Gable studsspacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7,9,10,8. 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 ClayLot37 V06 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:06 Page: 1 ID:KTaLr?QzBtjpb59n7x8ZHRy7hTN-p_1_5ePrpJBS0HkwYXLEfABuhHaOvtXypPUsn8z7i6h DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 1.5x4 =3x4 1.5x4 =3x4 1.5x4 1 7 2 6 43 5 T1 T2 T1 B1 ST2 ST1 ST1 Scale =1:26.6 Plate Offsets(X,Y):[3:0-2-3,0-1-8], [5:0-2-3,0-1-8], [6:0-1-15,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:34 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF 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 Allbearings11-5-13. (lb)-MaxHoriz1=84(LC13) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7,9except8=-105(LC 17),10=-112(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=319(LC 50),9=377(LC39),10=327(LC48) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-9=-294/122 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-4 to3-0-4,Exterior(2N)3-0-4 to3-6-1, Corner(3R)3-6-1 to6-6-1,Exterior(2N)6-6-1 to8-0-4, Corner(3R)8-0-4 to10-9-14,Exterior(2N)10-9-14 to11-6-1 zone; cantileverleftandrightexposed ; 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 consultqualifiedbuildingdesignerasperANSI/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)Gablerequires continuousbottom chordbearing. 8)Gable studsspacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7,9except(jt=lb)10=112,8=105. 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 ClayLot37 V07 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:06 Page: 1 ID:pxg9d9eGxP_FlsYFBjTn0Ey7hT5-p_1_5ePrpJBS0HkwYXLEfABxpHaYvt6ypPUsn8z7i6h DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 =3x4 1.5x4 1 5 32 4 T1 T2 T1 B1 ST1 0-1-12 Scale = 1:27.9 Plate Offsets(X,Y):[1:0-4-13,Edge], [2:0-2-3,0-1-8],[4:0-2-3,0-1-8], [5:0-1-9,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.44 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.01 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:26 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):2-4. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=159/9-1-13,(min.0-1-8),5=159/9-1-13,(min.0-1-8), 6=352/9-1-13,(min.0-1-8) Max Horiz1=84(LC13) Max Uplift1=-18(LC16),5=-28(LC17),6=-36(LC16) Max Grav1=260(LC40),5=260(LC40),6=441(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-11=-292/68 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-4 to3-0-4,Exterior(2N)3-0-4 to3-6-1,Corner(3E)3-6-1 to5-8-4, Corner(3R)5-8-4 to8-5-14,Exterior(2N)8-5-14 to9-2-1 zone; cantilever leftandright 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)Provideadequatedrainage topreventwaterponding. 7)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding18 lbupliftat joint1,28 lbupliftatjoint5and36 lbupliftat joint6. 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 ClayLot37 V08 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:07 Page: 1 ID:OdWRZxp2ejlGR?cx?gj3aBy7hSt-HAbMJ_QTadJJeRJ66FsTCNk4zgrXeKa613EPJbz7i6g DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:21 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-9-13ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=43/6-9-13,(min.0-1-8),3=43/6-9-13,(min.0-1-8), 4=396/6-9-13,(min.0-1-8) Max Horiz1=84(LC13) Max Uplift4=-110(LC16) Max Grav1=76(LC22),3=76(LC23),4=447(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-305/275 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-4 to3-0-4, Interior(1)3-0-4 to3-5-2,Exterior(2R)3-5-2 to6-1-14, Interior(1)6-1-14 to6-10-1 zone;cantileverleftandrightexposed ; endvertical 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)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding110 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 ClayLot37 V09 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:07 Page: 1 ID:lbJKcetBTFOZXnUuoDJEHEy7hSo-HAbMJ_QTadJJeRJ66FsTCNk5?gvTeKJ613EPJbz7i6g DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 1212 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:22.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-13ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=46/4-5-13,(min.0-1-8),3=46/4-5-13,(min.0-1-8), 4=225/4-5-13,(min.0-1-8) Max Horiz1=-54(LC12) Max Uplift1=-1(LC17),3=-4(LC17),4=-50(LC16) Max Grav1=76(LC22),3=76(LC23),4=254(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding1lbupliftat joint1,4lbupliftat joint3and50 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 ClayLot37 V10 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:07 Page: 1 ID:9A?TEgv3mAm8OEDTTLsxvty7hSl-HAbMJ_QTadJJeRJ66FsTCNk7jgwJeL5613EPJbz7i6g DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =5x6 17 9 8 1 2 3 4 5 6 7 W1 T1 T2 T3 B1 B2 ST2ST1ST1ST1ST1 ST3 Scale =1:47.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH BCDL 10.0 Weight:84 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-7. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:10-11,9-10. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings26-2-1. (lb)-MaxHoriz17=-141(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)9,11,12,13,15,16,17 except10=-130(LC17) Max GravAllreactions250(lb)or lessat joint(s)9,17except10=434(LC 37),11=315(LC37),12=464(LC36),13=436(LC36),15=445 (LC36),16=439(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 6-12=-384/127,4-13=-356/114,3-15=-364/117,2-16=-360/117,8-10=-367/172 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to19-4-0,Exterior(2R)19-4-0 to22-4-0, Interior(1)22-4-0 to25-8-0 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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)17,9,11,12,13,15,16except(jt=lb)10=129. 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 ClayLot37 V11 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:07 Page: 1 ID:tM7gvvE?PTAI7OnfYWrGVZy7hSK-HAbMJ_QTadJJeRJ66FsTCNk4igwweKg613EPJbz7i6g DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =5x6 17 9 8 1 2 3 4 5 6 7 W1 T1 T2 T3 B1 B2 ST2ST1ST1ST1ST1 ST3 Scale =1:44.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH BCDL 10.0 Weight:79 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-7. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings24-2-1. (lb)-MaxHoriz17=-141(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)9,11,12,13,15,16,17 except10=-130(LC17) Max GravAllreactions250(lb)or lessat joint(s)9,17except10=434(LC 37),11=317(LC37),12=465(LC36),13=433(LC36),15=458 (LC36),16=366(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 5-12=-385/128,4-13=-353/113,3-15=-375/120,2-16=-298/100,8-10=-367/172 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to17-4-0,Exterior(2R)17-4-0 to20-4-0, Interior(1)20-4-0 to23-8-0 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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Bearingat joint(s)17 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearingsurface. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)17,9,11,12,13,15,16except(jt=lb)10=129. 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. 13)Gapbetween insideof top chordbearingand firstdiagonalor verticalweb shallnotexceed0.500in. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 V12 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:08 Page: 1 ID:evciaeL0WwAA5cOC0B_8qFy7hSC-HAbMJ_QTadJJeRJ66FsTCNk4hgwxeKg613EPJbz7i6g DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =5x6 14 7 6 1 2 3 4 5 W1 T1 T2 B1 B2 ST2ST1ST1ST1 ST3 Scale =1:41.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH BCDL 10.0 Weight:71 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings22-2-1. (lb)-MaxHoriz14=-141(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)7,9,10,11,13,14except 8=-130(LC17) Max GravAllreactions250(lb)or lessat joint(s)7,14except8=434(LC 37),9=315(LC37),10=463(LC36),11=438(LC36),13=441 (LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-10=-383/127,3-11=-357/114,2-13=-362/118,6-8=-367/172 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to15-4-0,Exterior(2R)15-4-0 to18-4-0, Interior(1)18-4-0 to21-8-0 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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Bearingat joint(s)14 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearingsurface. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)14,7,9,10,11,13except(jt=lb)8=129. 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. 13)Gapbetween insideof top chordbearingand firstdiagonalor verticalweb shallnotexceed0.500in. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 V13 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:08 Page: 1 ID:LqDUh3SHA?RlI997cIAUEMy7hS2-lM9lWKR5LwRAFauJgyNikbGFT4G8NnxFGjzys1z7i6f DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =5x6 14 7 6 1 2 3 4 5 W1 T1 T2 B1 B2 ST2ST1ST1ST1 ST3 Scale =1:38.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH BCDL 10.0 Weight:67 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings20-2-1. (lb)-MaxHoriz14=-141(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)7,9,10,11,13,14except 8=-130(LC17) Max GravAllreactions250(lb)or lessat joint(s)7,14except8=434(LC 37),9=318(LC37),10=460(LC36),11=452(LC36),13=368 (LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-10=-381/126,3-11=-368/117,2-13=-301/101,6-8=-367/172 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to13-4-0,Exterior(2R)13-4-0 to16-4-0, Interior(1)16-4-0 to19-8-0 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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Bearingat joint(s)14 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearingsurface. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)14,7,9,10,11,13except(jt=lb)8=129. 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. 13)Gapbetween insideof top chordbearingand firstdiagonalor verticalweb shallnotexceed0.500in. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 V14 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:08 Page: 1 ID:eA879SYgW8JldECTWGo70qy7hRx-lM9lWKR5LwRAFauJgyNikbGFT4G9NnxFGjzys1z7i6f DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =5x6 3x4 12 6 5 1 2 3 4 W1 T1 T2 B1 B2 ST2ST1ST1 ST3 Scale =1:35.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH BCDL 10.0 Weight:58 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-4. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings18-2-1. (lb)-MaxHoriz12=-141(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)6,8,9,11,12except7=-130 (LC17) Max GravAllreactions250(lb)or lessat joint(s)6,12except7=434(LC 37),8=315(LC37),9=465(LC36),11=434(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-9=-385/129,2-11=-354/116,5-7=-367/172 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to11-4-0,Exterior(2R)11-4-0 to14-4-0, Interior(1)14-4-0 to17-8-0 zone; cantilever leftandrightexposed ; endvertical 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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Bearingat joint(s)12 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearingsurface. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)12,6,8,9,11except(jt=lb)7=129. 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. 13)Gapbetween insideof top chordbearingand firstdiagonalor verticalweb shallnotexceed0.500in. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot37 V15 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:08 Page: 1 ID:TKVOPVcR6_4vL9fdtXvXF5y7hRr-lM9lWKR5LwRAFauJgyNikbGFR4G8NnwFGjzys1z7i6f DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =3x4 =3x4 1 12 112 4 5 6 7 8 9 103 T1 T2 T3 T1 B1 B2 ST2ST2ST2 ST1 ST2 ST2 ST1 0-1-12 Scale =1:56.6 Plate Offsets(X,Y):[3:0-2-0,Edge], [10:0-2-0,Edge],[16:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:96 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,except 2-0-0ocpurlins(6-0-0max.):3-10. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings31-8-2. (lb)-MaxHoriz1=98(LC13) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,14,15,16,17,18except 13=-115(LC17),19=-121(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,12except13=445(LC 40),14=381(LC39),15=456(LC39),16=436(LC39),17=454(LC39),18=382(LC39),19=489(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-24=-302/48 BOTCHORD 1-19=-37/268 WEBS 6-16=-356/113,5-17=-374/127,4-18=-304/112,2-19=-362/152,7-15=-374/125,9-14=-302/95,11-13=-341/147 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-7 to3-2-7, Interior(1)3-2-7 to6-10-8,Exterior(2R)6-10-8 to11-4-4, Interior(1)11-4-4 to24-10-8,Exterior(2R)24-10-8 to29-4-4, Interior(1)29-4-4 to31-2-8 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 IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding.6)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,16,17,18,15,14except(jt=lb)19=121,13=114. 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 ClayLot37 V16 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:09 Page: 1 ID:I0wWpB5XhH6E9IjJDwdwtXy7hRD-EZj7jgRk6EZ1tkTVDfuxHopPKUas6EEPVNjWOTz7i6e DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =3x4 =3x4 1 9 82 4 5 6 73 T1 T2 T1 B1 B2 ST2ST2ST1 ST2 ST1 Scale =1:50.6 Plate Offsets(X,Y):[3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-0-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.51 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:82 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,except 2-0-0ocpurlins(10-0-0max.):3-7. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings27-8-2. (lb)-MaxHoriz1=-98(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)9,11,12,14except10=-140 (LC17),15=-150(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=732(LC 40),11=423(LC39),12=451(LC39),14=423(LC39),15=732(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-21=-130/362,2-21=-116/484,2-3=-31/251,3-4=-20/304,4-22=-21/304,5-22=-21/304,5-23=-21/304,6-23=-21/304, 6-7=-20/304,7-8=-34/255,8-24=-105/484,9-24=-118/352 BOTCHORD 1-15=-310/163,14-15=-310/162,13-14=-310/162,12-13=-310/162,11-12=-310/162,10-11=-310/162,9-10=-310/162 WEBS 5-12=-362/118,4-14=-360/119,2-15=-566/183,6-11=-360/122,8-10=-566/183 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-7 to3-0-7,Exterior(2N)3-0-7 to6-10-8, Corner(3R)6-10-8 to9-10-8,Exterior(2N)9-10-8 to20-10-8, Corner(3R)20-10-8to23-10-8,Exterior(2N)23-10-8 to 27-8-9 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&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 consultqualifiedbuildingdesignerasperANSI/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)9,12,14,11except(jt=lb)15=150,10=140. 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 ClayLot37 V17 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:09 Page: 1 ID:A3hSDMMikklFAXpLxrVrEzy7hQu-EZj7jgRk6EZ1tkTVDfuxHopL6UYb6DePVNjWOTz7i6e DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =3x4 =3x4 1 9 82 4 5 6 73 T1 T2 T1 B1 B2 ST2ST2 ST1 ST2 ST1 0-1-12 Scale =1:44.7 Plate Offsets(X,Y):[3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-0-0,Edge], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:70 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,except 2-0-0ocpurlins(6-0-0max.):3-7. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings23-8-2. (lb)-MaxHoriz1=98(LC13) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,11,12,13except10=-115 (LC17),14=-122(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=443(LC 40),11=379(LC39),12=467(LC39),13=379(LC39),14=488(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-19=-310/46 BOTCHORD 1-14=-38/274 WEBS 5-12=-384/130,4-13=-301/109,2-14=-361/152,6-11=-300/94,8-10=-339/147 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to6-10-8,Exterior(2R)6-10-8 to11-1-7, Interior(1)11-1-7 to16-10-8,Exterior(2R)16-10-8 to21-1-7, Interior(1)21-1-7 to23-2-8 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 IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding.6)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,12,13,11except(jt=lb)14=122,10=115. 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 ClayLot37 V18 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:09 Page: 1 ID:BKDtnAZNkyvri8dcRvIqQYy7hQd-EZj7jgRk6EZ1tkTVDfuxHopPAUao6EAPVNjWOTz7i6e DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 1.5x4 =3x4 1 7 62 4 53 T1 T2 T1 B1 B2 ST2ST1 ST1 Scale =1:38.7 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-0-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:56 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,except 2-0-0ocpurlins(10-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings19-8-2. (lb)-MaxHoriz1=-98(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7,9except8=-143(LC 17),11=-152(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=753(LC 40),9=408(LC39),11=753(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-16=-166/389,16-17=-124/403,2-17=-122/529,2-3=-31/292,3-18=-25/343,4-18=-25/341,4-19=-25/341,5-19=-25/343, 5-6=-34/292,6-20=-102/529,20-21=-104/396,7-21=-116/381 BOTCHORD 1-11=-347/164,10-11=-347/162,9-10=-347/162,8-9=-347/162,7-8=-347/162 WEBS 4-9=-359/109,2-11=-583/184,6-8=-583/176 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to6-10-8,Exterior(2R)6-10-8 to11-1-7, Interior(1)11-1-7 to12-10-8,Exterior(2R)12-10-8 to17-1-7, Interior(1)17-1-7 to19-8-9 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)Provideadequatedrainage topreventwaterponding. 6)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7,9except(jt=lb)11=152,8=142. 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 ClayLot37 V19 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:10 Page: 1 ID:m13Ajzk9RFfrOHhIGrY6_Vy7hQP-ilGVx0SMtYhuVu2hnNPAq0MVbuu2rgpYk1S3wvz7i6d DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 1.5x4 =3x4 =3x4 1.5x4 1 7 62 4 53 T1 T2 T1 B1 ST2 ST1 ST1 0-1-12 Scale =1:32.7 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-0-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:45 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings15-8-2. (lb)-MaxHoriz1=-98(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7except8=-122(LC17), 10=-125(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=485(LC 40),9=293(LC40),10=485(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 2-10=-357/156,6-8=-357/153 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to6-10-8,Exterior(2E)6-10-8 to8-10-8,Exterior(2R)8-10-8 to13-1-7, Interior(1)13-1-7 to15-8-9zone;cantilever leftandright exposed ; end vertical leftandrightexposed;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)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7except(jt=lb)10=125,8=121. 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 ClayLot37 V20 1 12005245-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun1012:29:10 Page: 1 ID:qvTrt5vZvsYjhbKBeVKd5gy7hQA-ilGVx0SMtYhuVu2hnNPAq0MaJuxRrh5Yk1S3wvz7i6d DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:26.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:31 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=-8/11-8-2,(min.0-1-8),3=-8/11-8-2,(min.0-1-8), 4=842/11-8-2,(min.0-1-8) Max Horiz1=-85(LC12) Max Uplift1=-75(LC23),3=-75(LC22),4=-157(LC16) Max Grav1=53(LC35),3=53(LC36),4=953(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-185/409,2-9=-168/525,2-10=-168/525,3-10=-185/409 BOT CHORD 1-4=-410/234,3-4=-410/234 WEBS 2-4=-739/297 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to5-10-8,Exterior(2R)5-10-8 to8-10-8, Interior(1)8-10-8 to11-8-9 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)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding75 lbupliftat joint1,75 lbupliftatjoint3and157 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 ClayLot37 V21 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:10 Page: 1 ID:jhiMiSy3z539ACeytLOZFWy7hQ6-ilGVx0SMtYhuVu2hnNPAq0MVOutYrf7Yk1S3wvz7i6d DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 712 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:22.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:19 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor7-8-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=42/7-8-2,(min.0-1-8),3=42/7-8-2,(min.0-1-8),4=459/7-8-2, (min.0-1-8) Max Horiz1=55(LC13) Max Uplift1=-7(LC16),3=-15(LC17),4=-72(LC16) Max Grav1=91(LC22),3=91(LC23),4=519(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-364/193 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to3-10-8,Exterior(2R)3-10-8 to6-8-1, Interior(1)6-8-1 to7-8-9 zone;cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=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 tobearingplatecapableofwithstanding7lbupliftat joint1,15lbupliftatjoint3and72 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 ClayLot37 V22 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun1012:29:10 Page: 1 ID:f3q678_KUiJtPWoK_lR1Lxy7hQ4-ilGVx0SMtYhuVu2hnNPAq0Mamux6rh3Yk1S3wvz7i6d DE Job # 74982-W1 1 Dansco Engineering, LLC Date: 06/11/2020 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. 7 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:18.6 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=130/3-8-2,(min.0-1-8),3=130/3-8-2,(min.0-1-8) Max Horiz1=-24(LC14) Max Uplift1=-21(LC16),3=-21(LC17) Max Grav1=147(LC2),3=147(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions 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=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 tobearingplatecapableofwithstanding21 lbupliftat joint1and21 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 ClayLot37 V23 1 12005245-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Wed Jun1012:29:11 Page: 1 ID:3eWFmA0CndhRG_Wvgu_kyZy7hQ1-Axqt8MT_erpl72duL4wPMDunDII?a9diyhCdSMz7i6c