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HomeMy WebLinkAbout42240015 - WWC 15 - Truss DetailsDE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc. Job: 1904672-12T 73 truss design(s) 71375-W1 12/20/19 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 The project specified IRC 2003 which is no longer supported in the truss software. I have reviewed both 2003 and 2012 IRC and hereby certify that the designs based on 2012 IRC meet or exceed the requirements of 2003 IRC. 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 1-2007 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 # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 2x4 5 4 1 2 3 B1 1-2-12 -1-2-12 2-0-0 2-0-0 2-0-0 Scale = 1:27.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 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(TL)0.00 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=191(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J01 6 11904672-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:27 Page: 1 ID:aDMWtPkWyHzd9ZWrU?9wMay7Sa8-GKuvU4hTzm8yiAm0gC7GjwbF6UfO5Tw9Y_KGyAy7MIg DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6.05 12 2x4 2x4 5 4 1 2 3 B1 1-11-5 -1-11-5 1-5-15 1-5-15 0-0-10 0-0-10 1-5-5 1-5-15 Scale = 1:29.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.41 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(TL)0.00 4-5 >999 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftexposed ; end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 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 ClayLot15 J02 1 11904672-12T Jack-Open Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:32 Page: 1 ID:oJ3Gvtt4Xck03XmqgK8ePKy7RAt-cHhoXnlboImEoxe_TliRQ_J22VMlmkAviF11eOy7MIb DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 2x4 3x4 4 5 3 1 2 B1 3-9-0 3-9-0Scale = 1:30.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 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(TL)-0.05 3-4 >868 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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=1008(LC2),4=947(LC2) 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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftandrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1679 lbdownand192 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(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J03 1 21904672-12T Jack-Closed Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:32 Page: 1 ID:rzpvyrpzV21LEpESosH2C2y7OaP-cHhoXnlboImEoxe_TliRQ_J3LVD0mkAviF11eOy7MIb DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 6 2 7 8 3 B1 1-2-12 -1-2-12 3-9-0 3-9-0 3-9-0Scale = 1:31.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.01 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)-0.02 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.03 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=103(LC30),4=67(LC7),5=240(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to3-8-4zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J04 2 11904672-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:32 Page: 1 ID:b5tPPNR3ckSxU6za4syM?2y7R7Z-cHhoXnlboImEoxe_TliRQ_J4HVLDmkAviF11eOy7MIb DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 2x4 5 4 1 2 3 B1 1-2-12 -1-2-12 1-7-15 1-7-15 1-7-15 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 0.16 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(TL)0.00 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)3=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=194(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J05 2 11904672-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:32 Page: 1 ID:x2gIS4VCQH4EbtrXtPYXi5y7R7U-cHhoXnlboImEoxe_TliRQ_J6_VMlmkAviF11eOy7MIb DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x4 3x4 5 8 4 1 2 6 7 3 B1 1-8-14 -1-8-14 5-2-3 5-2-3 5-2-3Scale = 1:30.9 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)0.05 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)-0.06 4-5 >999 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.06 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=-110(LC16) Max Grav3=111(LC2),4=87(LC7),5=220(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftexposed ; end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 tobearingplatecapableofwithstanding110 lbupliftat joint5and73 lbupliftatjoint3. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)85 lbdownand21 lbupat2-5-4,and85 lbdownand21 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:8=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-7=-44(F=3,B=3),7=-44(F=3,B=3)-to-3=-66(F=-7,B=-7),5=0(F=10,B=10)-to-8=-12 (F=4,B=4),8=-12(F=4,B=4)-to-4=-26(F=-3,B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J06 1 11904672-12T DiagonalHip Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:32 Page: 1 ID:X020ygte7o_qpejVBQboSdy7R7?-cHhoXnlboImEoxe_TliRQ_J3NVKfmkAviF11eOy7MIb DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 6 2 7 8 3 B1 1-6-12 -1-6-12 3-6-8 3-6-8 3-6-8Scale = 1:31.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)0.03 4-5 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)0.02 4-5 >999 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.04 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=90(LC30),4=62(LC7),5=262(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-6-12 to1-5-4, Interior(1)1-5-4 to3-5-12 zone; cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J07 3 11904672-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:32 Page: 1 ID:nI8G_NOd?0PkTFVmDysuiiy7R6K-cHhoXnlboImEoxe_TliRQ_J4mVL0mkAviF11eOy7MIb DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 B1 1-5-7 1-5-7 1-6-12 -1-6-12 1-5-7 Scale = 1:27.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 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 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=257(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftexposed;end verticalleftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J08 2 11904672-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:33 Page: 1 ID:uoQBjqYmx?2uXE?GTBbxjRy7R67-4UFAl7mEZcu5Q5DA1TDgzBrGTvizVBP2xvnbAqy7MIa DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x4 3x5 5 8 4 1 2 6 7 3 B1 2-2-8 -2-2-8 4-10-9 4-10-9 4-10-9Scale = 1:31.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)0.06 4-5 >876 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)0.06 4-5 >984 240 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.09 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=-93(LC16),4=-45(LC9),5=-178(LC16) Max Grav3=63(LC19),4=73(LC7),5=242(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 tobearingplatecapableofwithstanding178 lbupliftatjoint5,93 lbupliftat joint3and45 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)70 lbdownand101lbupat2-1-11,and70 lbdownand101 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:6=67,8=3 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-28(F=12,B=12),6=-28(F=12,B=12)-to-7=-39(F=6,B=6),7=-39(F=6,B=6)-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 ClayLot15 J09 1 11904672-12T Jack-Open Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:33 Page: 1 ID:F1mVKLqalmpmAdhUmo?5c4y7R5n-4UFAl7mEZcu5Q5DA1TDgzBrB5vgeVBP2xvnbAqy7MIa DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 1.5x4 =5x6 =3x4 2x4 7 6 11 12 5 1 2 410983 T2 B1 1-6-12 -1-6-12 3-7-8 7-2-0 3-6-8 3-6-8 3-4-12 3-4-12 3-9-4 7-2-0 0-1-12 Scale = 1:32.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)0.06 5-6 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)-0.05 5-6 >999 240 TCDL 10.0 RepStress Incr NO WB 0.09 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. REACTIONS (lb/size)5=327/0-6-0,(min.0-1-8),7=371/0-4-0,(min.0-1-8) Max Horiz7=93(LC12) Max Uplift5=-350(LC9),7=-215(LC12) Max Grav5=385(LC93),7=524(LC32) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-453/205,2-3=-270/214 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding215 lbupliftatjoint7and350 lbupliftat joint5. 9)This truss is designed inaccordance with the2012 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)163 lbdownand192lbupat3-10-8,and94 lbdownand79lbupat5-11-4,and86 lbdownand80lbupat6-11-4ontop chord,and81lbdownand127 lbupat3-10-8,and23lbdownand47 lbupat5-11-4,and33 lbdownand43 lbupat 6-11-4onbottom 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=-51,2-3=-51,3-4=-61,5-7=-20 ConcentratedLoads(lb) Vert:6=-10,3=-19,9=-8,10=-26,11=-11,12=-17 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J10 1 11904672-12T Jack-Closed Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:33 Page: 1 ID:U1KKnE8tdl54HdgUHGTBgZy7R5N-4UFAl7mEZcu5Q5DA1TDgzBrCBvf0VA?2xvnbAqy7MIa DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 1.5x4 =5x6 =3x4 1.5x4 7 6 5 1 2 8 43 T2 B1 1-6-12 -1-6-12 1-7-8 7-2-0 5-6-8 5-6-8 1-9-4 7-2-0 5-4-12 5-4-12 0-1-12 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 0.43 Vert(LL)0.04 6-7 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)-0.05 6-7 >999 240 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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(LC36),7=543(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-490/205,2-8=-263/82 WEBS 3-6=-273/188,3-5=-344/436 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to5-10-8,Exterior(2)5-10-8 to7-4-4zone; cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign.5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding45 lbupliftat joint7and119 lbupliftatjoint5. 9)This truss is designed inaccordance with the2012 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 ClayLot15 J11 1 11904672-12T Jack-Closed Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:33 Page: 1 ID:vQbl7inlwLuPmwosScRssyy7R4X-4UFAl7mEZcu5Q5DA1TDgzBrDUvgxV9w2xvnbAqy7MIa DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4x4 4x4 4x4 =3x4 5 4 1 2 6 7 8 3 B1 1-6-12 -1-6-12 7-2-0 7-2-0 7-2-0Scale = 1:37.8 Plate Offsets(X,Y):[2:0-2-0,0-1-12], [4:Edge,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 0.53 Vert(LL)0.22 4-5 >373 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(TL)-0.23 4-5 >357 240 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)n/a -n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:27 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=233/0-6-0,(min.0-1-8),5=341/0-4-0,(min.0-1-8) Max Horiz5=180(LC16) Max Uplift4=-135(LC16),5=-24(LC13) Max Grav4=262(LC2),5=390(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-334/142 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to7-4-4zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding24 lbupliftat joint5and135 lbupliftat joint4. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 J12 11 11904672-12T Jack-Closed Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:34 Page: 1 ID:Gew3kD3Yk6gIPIU5kDq0lby7R4B-YgpYyTmsKw0y1FoMbAlvVPOMgJylEefB9ZW8iGy7MIZ DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x4 =3x4 131 23 22 21 20 19 18 17 16 15 14 122 3 11 4 10 5 9 30 31 6 8 7 B1 B2 0-9-12 0-9-12 0-9-12 23-6-6 10-11-7 22-8-11 10-11-7 11-9-3 21-10-15 0-4-5 Scale =1:41.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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(LC15) MaxUpliftAlluplift100(lb)or lessatjoint(s)14,15,16,17,19,20,22, 23, 2 Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,22,23,2,12 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-3-11 to3-3-11,Exterior(2)3-3-11 to11-9-10, Corner(3)11-9-10 to14-9-10,Exterior(2)14-9-10 to23-3-9 zone; cantileverleftandrightexposed ; 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:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; 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 the2012International 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 ClayLot15 P01 2 11904672-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:34 Page: 1 ID:3x65?BMug0HGjDp2hFJ?afy7hCh-YgpYyTmsKw0y1FoMbAlvVPOU0J2hEdyB9ZW8iGy7MIZ DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x4 =3x4 91 15 14 13 12 11 10 82 23 2837 4 6 24 272526 5 B1 B2 0-9-12 0-9-12 0-9-12 23-6-6 10-11-7 11-9-3 10-11-7 22-8-11 21-10-15 0-4-5 Scale =1:41.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr NO WB 0.15 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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(LC15) MaxUpliftAlluplift100(lb)or lessatjoint(s)2except10=-111(LC17), 11=-138(LC17),13=-138(LC16),15=-113(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8except10=306(LC 31),11=366(LC31),12=258(LC2),13=366(LC30),15=308(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-13=-285/188,6-11=-285/188 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-3-11 to3-3-11, Interior(1)3-3-11 to11-9-10,Exterior(2)11-9-10 to14-9-10, Interior(1)14-9-10 to23-3-9 zone; cantilever leftandrightexposed ; endvertical 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:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; 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=138,15=112,11=138,10=111. 12)This truss isdesigned inaccordance with the2012International 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 ClayLot15 P02 25 11904672-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:34 Page: 1 ID:Ig9VuGTXYnQ?Ib?njez6RYy7hCY-YgpYyTmsKw0y1FoMbAlvVPORwJ1gEcGB9ZW8iGy7MIZ DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x4 =3x4 91 15 14 13 12 11 10 82 23 2837 4 6 24 272526 5 B1 B2 0-9-12 0-9-12 0-9-12 23-6-6 10-11-7 11-9-3 10-11-7 22-8-11 21-10-15 0-4-5 Scale =1:41.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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) MaxUpliftAlluplift100(lb)or lessatjoint(s)2except10=-113(LC17), 11=-138(LC17),13=-138(LC16),15=-115(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8except10=310(LC 31),11=365(LC31),12=257(LC2),13=365(LC30),15=312(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-13=-284/188,6-11=-284/188 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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-3-11 to3-3-11, Interior(1)3-3-11 to11-9-10,Exterior(2)11-9-10 to14-9-10, Interior(1)14-9-10 to23-3-9 zone; cantilever leftandrightexposed ; endvertical 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:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15);CategoryII;Exp C; PartiallyExp.; 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=114,11=137,10=112. 14)This truss isdesigned inaccordance with the2012International 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 ClayLot15 P03 1 21904672-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:34 Page: 1 ID:WEgNMp1dfRCXpF_QfodzoKy7S0u-YgpYyTmsKw0y1FoMbAlvVPOTeJ2ZEe5B9ZW8iGy7MIZ DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 5x8 5x10 4x6 =6x6 5x6 =4x6 =4x6 =8x8 =5x6 =5x6 =5x6 =4x6 3x4 =6x8 =4x6 =8x8 =5x6 5x6 =4x6 4x6 =5x6 5x6 =4x10 8x10 =6x6 6x6 3x8 =4x6 610.00 lb 610.00lb 0.00 lb/ft to70.00 lb/ft 152928272625242322212019181716 1448147131246 2 451133443 34 4335109 4 3637 5 38 396 74041 428T3T4 B1 B4B2B3B2 1-2-1265-7-131-4-058-1-15-1-556-9-15-3-151-7-125-4-1346-4-11 6-4-064-5-17-9-1325-2-7 7-9-1340-11-147-11-933-2-08-8-58-8-5 8-8-517-4-10 1-2-458-1-15-3-156-10-135-3-151-7-125-3-146-4-11 6-4-064-5-17-11-941-1-107-11-925-2-7 7-11-933-2-08-6-917-2-148-8-58-8-5 0-4-10 Scale = 1:106.3 Plate Offsets(X,Y):[4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [13:0-2-8,0-1-8], [14:0-3-15,0-0-6], [17:0-2-0,0-2-0], [18:0-3-8,0-2-0] 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)-0.22 23-25 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.76 Vert(TL)-0.54 23-25 >999 240 TCDL 10.0 RepStress Incr NO WB 0.92 Horiz(TL)0.19 16 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:421 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T7:2x4SPFNo.2,T4,T6:2x6SP2400F2.0E BOTCHORD 2x6SPF No.2*Except*B4:2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W13,W3,W15,W10,W11:2x4SPFStud,W1:2x8 SP2400F2.0E BRACING TOPCHORD Structural woodsheathingdirectlyappliedor2-6-11ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-1-5max.):4-8. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 4-25,5-25,5-23,7-23,3-26,9-21 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)14=-187/0-4-0,(min.0-1-8),16=4388/0-6-0,(min.0-3-13), 29=2391/0-6-0,(min.0-4-0) Max Horiz29=-297(LC12) Max Uplift14=-374(LC52),16=-920(LC12),29=-268(LC16) Max Grav14=73(LC47),16=4569(LC2),29=2534(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-2=-3800/788,2-33=-3645/795,3-33=-3571/815,3-34=-3527/852,34-35=-3493/860,4-35=-3466/899,4-36=-3756/1031, 36-37=-3756/1031,5-37=-3756/1031,5-38=-3923/1168,38-39=-3923/1168,6-39=-3923/1168,6-7=-3923/1168,7-40=-3923/1168,40-41=-3923/1168,41-42=-3923/1168,8-42=-3923/1168,8-9=-4043/1335,9-10=-4072/1373, 10-43=-4106/1375,43-44=-4162/1403,11-44=-4321/1414,11-45=-3973/1306,45-46=-4128/1361,12-46=-4452/1572, 12-13=-810/348,13-47=-451/1566,14-47=-464/1527,14-48=-84/606,14-48=-88/597,1-29=-2431/557 BOT CHORD 28-29=-229/621,27-28=-561/3178,26-27=-561/3178,25-26=-451/2986,24-25=-639/3756,23-24=-639/3756, 22-23=-806/3439,21-22=-806/3439,20-21=-945/3595,19-20=-1068/3600,18-19=-1068/3600,17-18=-346/1037, 16-17=-1481/499,14-16=-1481/499 WEBS 4-26=-60/527,4-25=-443/1333,5-25=-935/456,5-23=-258/431,7-23=-756/267,8-23=-186/838,8-21=-148/750,12-17=-3508/1328,1-28=-524/2740,3-26=-614/275,13-16=-3795/1267,13-17=-1237/3745,9-21=-733/276, 11-18=-851/335,12-18=-776/2750 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)0-3-10 to6-8-15, Interior(1)6-8-15 to17-4-10,Exterior(2)17-4-10 to23-9-15, Interior(1)23-9-15 to40-11-14,Exterior(2)40-11-14 to47-5-3, Interior(1)47-5-3 to65-7-13 zone; cantileverrightexposed ; end verticalrightexposed;porchrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesignedforgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)WARNING:Thislong span trussrequiresextreme careandexperienceforproperand safehandlinganderection.Forgeneralhandlinganderectionguidance, see Guide to GoodPractice forHandling, Installing&BracingofMetalPlateConnectedWoodTrusses("BCSI"), jointlyproducedbyWTCAandTPI.Forproject specificguidance,consultwithprojectengineer/architect/general contractor.MiTekassumesnoresponsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare4x6MT20unlessotherwiseindicated. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T01 3 11904672-12T PiggybackBase JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:35 Page: 1 ID:p1PyFC3kN?c8NHFN9Kjnjhy7Qx8-1sNw9pnU5D8pfPNZ8uG82cxPNjDgztXLODGiFjy7MIY Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding268 lbupliftat joint29,920 lbupliftat joint16and374 lbupliftat joint14. 11)This truss isdesigned inaccordance withthe2012International 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 lbdownand430 lbupat55-9-0,and616lbdownand430 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=-97 (F=-47),44=-97(F=-47)-to-11=-102(F=-51),11=-102(F=-51)-to-45=-108(F=-57),45=-108(F=-57)-to-46=-121(F=-70) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T01 3 11904672-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:35 Page: 2 ID:p1PyFC3kN?c8NHFN9Kjnjhy7Qx8-1sNw9pnU5D8pfPNZ8uG82cxPNjDgztXLODGiFjy7MIY DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 MT18HS6x16 =5x6 4x6 =4x6 =4x6 =6x6 =4x6 =6x6 =4x6 =4x6 4x6 5x6 =4x6 377170696867666564636261605958575655545352515049484746454443424140393885 36841833534 332332314827530581 29676287 278 269 2510111213771415167817791819208021222324T3T4 B1 B4B1B3B2 1-2-1265-7-131-5-458-2-5 6-2-1264-5-115-9-356-9-117-4-1017-4-10 23-7-440-11-14 1-3-858-2-53-2-43-2-4 6-2-1264-5-153-8-956-10-13 0-4-10 Scale = 1:106.3 Plate Offsets(X,Y):[11:0-3-0,0-3-12], [20:0-2-4,0-4-4], [24:0-3-0,0-3-12], [55:0-2-4,0-1-8], [71:1-0-0,0-3-0] 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 0.69 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.76 Vert(TL)n/a -n/a 999 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)-0.05 38 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:495 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T7:2x4SPFNo.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2 OTHERS 2x4SPF No.2*Except*ST5,ST4,ST3,ST2,ST1:2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor7-5-9ocpurlins, exceptend verticals,and2-0-0ocpurlins(10-0-0max.):11-24. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 25-48,23-49,22-50,21-51,19-52,18-54,17-56,16-57,15-58,14-59, 13-60,12-61,10-62,9-64,8-65, 26-47,27-46 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizerInstallationguide. REACTIONS Allbearings58-4-1. (lb)-Max Horiz71=-298(LC12) Max UpliftAlluplift100(lb)orlessat joint(s)40,41,42,43,45,46,47, 48,49,50,51,52,54,56,57,58,59,60,61,64,65,66,67,68, 69except38=-671(LC13),39=-1239(LC47),62=-124(LC 13),70=-186(LC13),71=-558(LC47) Max GravAllreactions250(lb)orlessat joint(s)40,41,42,43,45,46, 47,50,51,52,54,56,57,58,59,60,64,65,66,67,68,69 except38=1709(LC47),39=532(LC13),48=402(LC47),49=259(LC40),61=259(LC40),62=402(LC47),70=436(LC 30),71=416(LC13) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-71=-438/569,1-2=-599/800,2-3=-523/756,3-4=-520/782,4-75=-476/772,5-75=-465/787,5-6=-424/786, 6-76=-379/772,7-76=-370/786,7-8=-348/787,8-9=-318/793,9-10=-283/779,10-11=-180/558,11-12=-224/667,12-13=-224/667,13-77=-224/667,14-77=-224/667,14-15=-224/667,15-16=-224/667,16-78=-224/667,17-78=-224/667, 17-79=-224/667,18-79=-224/667,18-19=-224/667,19-20=-224/667,20-80=-224/667,21-80=-224/667,21-22=-224/667, 22-23=-224/667,23-24=-224/667,24-25=-180/559,25-26=-261/779,26-27=-269/793,27-28=-320/787,28-29=-371/786,29-81=-418/786,30-81=-424/760,30-82=-463/784,31-82=-474/758,31-32=-534/805,32-33=-539/778,33-34=-545/744, 34-35=-477/625,35-83=-560/726,36-83=-572/706,36-84=-897/1325,36-84=-901/1298 BOT CHORD 70-71=-150/278,69-70=-667/649,68-69=-667/649,67-68=-667/649,66-67=-667/649,65-66=-667/649,64-65=-667/649, 63-64=-667/649,62-63=-667/649,61-62=-667/649,60-61=-667/649,59-60=-667/649,58-59=-667/649,57-58=-667/649,56-57=-667/649,55-56=-667/649,54-55=-667/649,53-54=-667/649,52-53=-667/649,51-52=-667/649,50-51=-667/649, 49-50=-667/649,48-49=-667/649,47-48=-667/649,46-47=-667/649,45-46=-667/649,44-45=-667/649,43-44=-667/649, 42-43=-667/649,41-42=-667/649,40-41=-667/649,39-40=-667/649,38-39=-646/633,38-85=-646/633,36-85=-646/633 WEBS 25-48=-361/139,10-62=-361/148,1-70=-658/535,34-39=-215/277,35-38=-523/336 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3)0-2-12 to6-8-1,Exterior(2)6-8-1 to17-4-10,Corner(3)17-4-10 to23-9-15,Exterior(2)23-9-15 to40-11-14,Corner(3)40-11-14 to47-2-4,Exterior(2)47-2-4 to 65-7-13 zone; cantileverrightexposed ; end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T01GE 1 11904672-12T PiggybackBaseSupported Gable JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:36 Page: 1 ID:N10WAiDmJG5wq0q_4WWsccy7QRy-V2xIN9o6sXGgHZylibnNaqTfg6ZviWCUdt?Fn9y7MIX Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II;Exp C;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rainsurchargeappliedtoallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeenconsideredforthisdesign. 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"), jointlyproducedbyWTCAandTPI.Forproject specificguidance, consultwithprojectengineer/architect/general contractor.MiTekassumesnoresponsibility fortrussmanufacture,handling,erection,orbracing. 8)Provideadequatedrainagetopreventwaterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)Allplatesare3x4MT20unlessotherwiseindicated. 11)Gablestuds spacedat2-0-0oc. 12)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 13)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding100 lbupliftat joint(s)48,49,50,51,52,54,56,57,58,59,60,61,64,65,66,67, 68,69,47,46,45,43,42,41,40except(jt=lb)71=558,62=124,70=185,39=1239,38=671. 14)NonStandardbearing condition. Reviewrequired. 15)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 16)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 17)This trusshas largeupliftreaction(s)fromgravity load case(s).Proper connection is required to securetrussagainstupwardmovementatthebearings.Buildingdesignermust provide forupliftreactions indicated. 18)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 ClayLot15 T01GE 1 11904672-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:36 Page: 2 ID:N10WAiDmJG5wq0q_4WWsccy7QRy-V2xIN9o6sXGgHZylibnNaqTfg6ZviWCUdt?Fn9y7MIX DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3126x10 =6x8 =6x12 3x4 =4x6 =8x8 3x4 3x6 4x6 =6x6 6x12 =4x6 =4x6 3x4 =6x8 =8x8 =4x6 4x6 =4x10 8x10 =6x6 6x6 3x8 =4x6 610.00 lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 173433292827262524232221201918 1653323130 1 521514251 503133849 439 484051211 6 4142 7 43 448 94546 4710T3T4 B1 B5 B8B7B6 B3 1-2-1265-7-131-4-058-1-12-4-42-4-4 3-11-126-4-0 3-11-1210-3-12 5-1-556-9-15-3-151-7-125-4-1346-4-11 6-4-064-5-17-9-1325-2-7 7-9-1340-11-147-11-933-2-07-0-1417-4-10 1-2-1151-7-12 1-2-458-1-12-6-02-6-0 3-0-725-2-7 3-3-136-5-13-10-06-4-0 3-10-010-2-0 4-0-650-5-14-8-941-1-104-11-222-2-0 5-3-156-10-135-3-146-4-11 6-4-064-5-17-0-1417-2-14 7-11-933-2-0 0-4-101-0-0 1-0-0 Scale = 1:108.2 Plate Offsets(X,Y):[6:0-8-4,0-3-0], [10:0-4-0,0-3-3], [15:0-2-8,0-1-8], [16:0-3-15,0-0-6], [19:0-2-0,0-2-0], [20:0-3-8,0-2-0], [30:0-2-4,0-5-0] 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 0.74 Vert(LL)-0.22 25-26 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.76 Vert(TL)-0.56 25-26 >999 240 TCDL 10.0 RepStress Incr NO WB 1.00 Horiz(TL)0.27 18 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:461 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T6:2x4SPFNo.2,T1,T4,T5:2x6SP2400F2.0E BOTCHORD 2x6SP2400F2.0E*Except*B2:2x4SPFStud,B4:2x4SPF No.2, B7,B6:2x6SPFNo.2 WEBS 2x4SPF No.2*Except*W17,W6,W5,W2,W4,W19,W14,W15:2x4SPFStud,W1:2x8SP2400F2.0E BRACING TOPCHORD Structural woodsheathingdirectlyappliedor2-10-11ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-1-9max.):6-10. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 6-28,6-26,7-26,7-25,9-25,11-23 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)16=-193/0-4-0,(min.0-1-8),18=4395/0-6-0,(min.0-3-13), 34=2390/0-6-0,(min.0-2-2) Max Horiz34=-297(LC12) Max Uplift16=-377(LC52),18=-916(LC12),34=-268(LC16) Max Grav16=69(LC47),18=4577(LC2),34=2533(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-2=-4446/894,2-3=-4541/954,3-38=-4236/943,4-38=-4131/964,4-39=-4290/1077,39-40=-4280/1081,5-40=-4250/1081,5-6=-4185/1121,6-41=-3755/1031,41-42=-3755/1031,7-42=-3755/1031,7-43=-3922/1167, 43-44=-3922/1167,8-44=-3922/1167,8-9=-3922/1167,9-45=-3922/1167,45-46=-3922/1167,46-47=-3922/1167, 10-47=-3922/1167,10-11=-4041/1334,11-12=-4068/1372,12-48=-4100/1374,48-49=-4156/1402,13-49=-4316/1414,13-50=-3964/1304,50-51=-4118/1359,14-51=-4443/1570,14-15=-796/343,15-52=-457/1592,16-52=-470/1553, 16-53=-86/609,16-53=-89/601,1-34=-2518/511 BOT CHORD 31-32=-708/3815,30-31=-685/3908,4-30=-605/288,28-29=-68/449,27-28=-449/2983,26-27=-449/2983, 25-26=-639/3755,24-25=-805/3437,23-24=-805/3437,22-23=-944/3590,21-22=-1066/3592,20-21=-1066/3592,19-20=-341/1015,18-19=-1507/504,16-18=-1507/504 WEBS 28-30=-383/2558,6-30=-406/1488,6-26=-441/1335,7-26=-933/454,7-25=-259/431,9-25=-757/267,10-25=-185/839, 10-23=-148/748,14-19=-3514/1329,3-30=-424/130,1-32=-660/3365,32-34=-155/333,2-31=-210/260, 15-18=-3801/1268,15-19=-1238/3751,11-23=-731/276,13-20=-856/336,14-20=-779/2765 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)0-3-10 to6-8-15, Interior(1)6-8-15 to17-4-10,Exterior(2)17-4-10 to23-9-15, Interior(1)23-9-15 to40-11-14,Exterior(2)40-11-14 to47-5-3, Interior(1)47-5-3to65-7-13 zone; cantileverrightexposed ; end verticalrightexposed;porchrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15); Category II; Exp C; PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaceswith slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesignedforgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)WARNING:Thislong span trussrequiresextreme careandexperienceforproperand safehandlinganderection.Forgeneralhandlinganderectionguidance, see Guide toGoodPractice forHandling, Installing&BracingofMetalPlateConnectedWoodTrusses("BCSI"), jointlyproducedbyWTCAandTPI.Forproject specificguidance,consult withprojectengineer/architect/general contractor.MiTekassumesnoresponsibility for trussmanufacture,handling,erection,orbracing. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T02 3 11904672-12T PiggybackBase JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:37 Page: 1 ID:7r0e3lUAyB2Smgn7fvAl8?y7PbO-zFVhaVpkdrOXujXxGIIc710pdWv8RmnerXloJby7MIW Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)Provideadequatedrainagetopreventwaterponding. 8)Allplatesare5x6MT20unlessotherwiseindicated. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding268 lbupliftat joint34,916 lbupliftat joint18and377 lbupliftat joint16. 11)This truss isdesigned inaccordance withthe2012International 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 lbdownand430 lbupat40-6-0,and616lbdownand430 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=-97,49=-97-to-13=-102,13=-102-to-50=-108,50=-108- to-51=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T02 3 11904672-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:37 Page: 2 ID:7r0e3lUAyB2Smgn7fvAl8?y7PbO-zFVhaVpkdrOXujXxGIIc710pdWv8RmnerXloJby7MIW DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 5x8 5x10 =6x6 =4x6 =4x6 =8x8 =4x6 3x4 =6x8 =4x6 =8x8 =4x6 4x6 =4x10 MT18HS8x12 3x8 =4x6 610.00lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 1427262524232221201918171615 13461451244 431131422 32 41333109 4 3435 5 36 376 73839 408T3T4 B1 B4B2B3B2 1-2-1265-7-135-1-556-9-15-3-151-7-125-4-1346-4-117-9-1325-2-7 7-9-1340-11-147-11-933-2-0 7-8-064-5-18-8-58-8-5 8-8-517-4-10 0-0-456-11-15-3-156-10-135-3-151-7-125-3-146-4-11 7-6-064-5-17-11-941-1-107-11-925-2-7 7-11-933-2-08-6-917-2-148-8-58-8-5 0-4-10 Scale = 1:106.3 Plate Offsets(X,Y):[4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [12:0-5-0,0-3-4], [13:0-3-15,0-0-6], [16:0-3-8,0-2-0] 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)-0.21 21-23 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.74 Vert(TL)-0.50 21-23 >999 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.92 Horiz(TL)0.17 15 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:418 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T6:2x4SPFNo.2,T4,T5:2x6SP2400F2.0E BOTCHORD 2x6SPF No.2*Except*B4:2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W13,W3,W10,W11:2x4SPFStud,W1:2x8SP 2400F2.0E BRACING TOPCHORD Structural woodsheathingdirectlyappliedor2-7-4ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-2-5max.):4-8. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 4-23,5-23,5-21,7-21,2-24,9-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)13=94/0-4-0,(min.0-1-8),15=4164/0-6-0,(min.0-3-9), 27=2334/0-6-0,(min.0-3-14) Max Horiz27=-297(LC12) Max Uplift13=-172(LC13),15=-889(LC12),27=-263(LC16) Max Grav13=322(LC47),15=4332(LC2),27=2475(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-31=-3705/755,2-31=-3477/783,2-32=-3427/816,32-33=-3394/824,3-33=-3385/828,3-4=-3369/864,4-34=-3630/984, 34-35=-3630/984,5-35=-3630/984,5-36=-3757/1106,36-37=-3757/1106,6-37=-3757/1106,6-7=-3757/1106,7-38=-3757/1106,38-39=-3757/1106,39-40=-3757/1106,8-40=-3757/1106,8-9=-3800/1245,9-10=-3682/1234, 10-41=-3712/1236,41-42=-3824/1264,11-42=-3923/1275,11-43=-3186/1039,43-44=-3377/1093,12-44=-3724/1305, 12-45=-187/811,13-45=-204/778,13-46=-230/290,13-46=-257/281,1-27=-2373/537 BOT CHORD 26-27=-228/613,25-26=-532/3097,24-25=-532/3097,23-24=-419/2899,22-23=-592/3630,21-22=-592/3630, 20-21=-729/3232,19-20=-729/3232,18-19=-825/3253,17-18=-833/2945,16-17=-833/2945,15-16=-469/132, 13-15=-754/244 WEBS 4-24=-61/532,4-23=-429/1264,5-23=-878/444,5-21=-244/367,7-21=-757/267,8-21=-177/908,8-19=-124/589,12-15=-4023/1483,1-26=-498/2670,2-24=-624/276,9-19=-545/248,11-18=-91/519,11-16=-1285/498,12-16=-1031/3614 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)0-3-10 to6-8-15, Interior(1)6-8-15 to17-4-10,Exterior(2)17-4-10 to23-9-15, Interior(1)23-9-15 to40-11-14,Exterior(2)40-11-14 to47-5-3, Interior(1)47-5-3 to65-7-13 zone; cantileverrightexposed ; end verticalrightexposed;porchrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesignedforgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)WARNING:Thislong span trussrequiresextreme careandexperienceforproperand safehandlinganderection.Forgeneralhandlinganderectionguidance, see Guide to GoodPractice forHandling, Installing&BracingofMetalPlateConnectedWoodTrusses("BCSI"), jointlyproducedbyWTCAandTPI.Forproject specificguidance,consultwithprojectengineer/architect/general contractor.MiTekassumesnoresponsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. 8)AllplatesareMT20platesunlessotherwise indicated. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T03 1 11904672-12T PiggybackBase JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:38 Page: 1 ID:LCN16PTL9t8fv40FkcvIsHy7PI1-RR23orpMO8WOWs68q0prgEZwnwFgAEHn4BUMr2y7MIV Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)Allplatesare5x6MT20unlessotherwiseindicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding263 lbupliftat joint27,889 lbupliftat joint15and172 lbupliftat joint13. 12)This truss isdesigned inaccordance withthe2012International 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 lbdownand430 lbupat40-6-0,and616lbdownand430 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=-97,42=-97-to-11=-102,11=-102-to-43=-108,43=-108-to-44=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T03 1 11904672-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:38 Page: 2 ID:LCN16PTL9t8fv40FkcvIsHy7PI1-RR23orpMO8WOWs68q0prgEZwnwFgAEHn4BUMr2y7MIV DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 5x8 5x10 4x6 =6x6 5x6 =4x6 =4x6 =8x8 =5x6 =5x6 =5x6 =4x6 3x4 =6x8 =4x6 =8x8 =5x6 5x6 =5x6 4x6 =4x6 5x6 =5x8 6x6 =8x8 8x8 3x4 =4x6 610.00lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 152928272625242322212019181716 1449148134712 2 46453344113 34 4335109 4 3637 5 38 396 74041 428T3T4 B1 B4B1B3B2 1-2-1265-7-132-0-056-9-14-6-854-9-14-6-850-2-94-8-445-8-27-9-1325-2-7 7-9-1340-11-147-11-933-2-0 7-8-064-5-18-8-58-8-5 8-8-517-4-10 2-1-1256-10-134-6-845-8-2 4-6-850-2-9 4-6-854-9-1 7-6-464-5-17-11-941-1-107-11-925-2-7 7-11-933-2-08-6-917-2-148-8-58-8-5 0-4-10 Scale = 1:106.3 Plate Offsets(X,Y):[4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [12:0-3-0,0-2-12], [14:0-3-15,0-0-6], [17:0-3-8,0-4-4], [18:0-3-8,0-2-8] 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 0.89 Vert(LL)-0.18 23-25 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.69 Vert(TL)-0.44 23-25 >999 240 TCDL 10.0 RepStress Incr NO WB 1.00 Horiz(TL)0.15 17 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:426 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T7:2x4SPFNo.2,T4,T6:2x6SP2400F2.0E BOTCHORD 2x6SPF No.2*Except*B4:2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W14,W15,W3,W13,W10,W11:2x4SPFStud, W1:2x8SP2400F2.0E BRACING TOPCHORD Structural woodsheathingdirectlyappliedor3-0-3ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-4-7max.):4-8. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:17-18,16-17,14-16. WEBS 1Rowatmidpt 4-25,5-25,5-23,7-23,8-21,3-26, 9-21 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)14=254/0-4-0,(min.0-1-8),17=4141/0-6-0,(min.0-3-9), 29=2197/0-6-0,(min.0-3-11) Max Horiz29=-297(LC12) Max Uplift14=-211(LC13),17=-917(LC12),29=-251(LC16) Max Grav14=465(LC47),17=4308(LC2),29=2333(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-2=-3472/673,2-33=-3318/681,3-33=-3244/701,3-34=-3186/726,34-35=-3153/731,4-35=-3125/773,4-36=-3328/866, 36-37=-3328/866,5-37=-3328/866,5-38=-3358/950,38-39=-3358/950,6-39=-3358/950,6-7=-3358/950,7-40=-3358/950,40-41=-3358/950,41-42=-3358/950,8-42=-3358/950,8-9=-3207/1025,9-10=-2873/907,10-43=-2890/910, 11-43=-2984/931,11-44=-2061/622,44-45=-2120/636,45-46=-2132/641,12-46=-2278/678,12-47=-379/927, 13-47=-174/587,13-48=-14/357,14-48=-25/334,14-49=-476/305,14-49=-504/301,1-29=-2233/487 BOT CHORD 28-29=-227/601,27-28=-458/2896,26-27=-458/2896,25-26=-352/2691,24-25=-476/3328,23-24=-476/3328, 22-23=-535/2738,21-22=-535/2738,20-21=-536/2506,19-20=-386/1841,18-19=-386/1841,17-18=-615/333, 16-17=-330/43,14-16=-324/48 WEBS 4-26=-62/541,4-25=-394/1102,5-25=-746/416,7-23=-757/266,8-23=-202/1073,8-21=-287/275,13-17=-677/466,1-28=-429/2480,3-26=-642/278,12-17=-3802/1377,9-21=-223/483,9-20=-753/228,11-20=-243/1078,11-18=-1588/550, 12-18=-844/2929 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)0-3-10 to6-8-15, Interior(1)6-8-15 to17-4-10,Exterior(2)17-4-10 to23-9-15, Interior(1)23-9-15 to40-11-14,Exterior(2)40-11-14 to47-5-3, Interior(1)47-5-3 to65-7-13 zone; cantileverrightexposed ; end verticalrightexposed;porchrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesignedforgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)WARNING:Thislong span trussrequiresextreme careandexperienceforproperand safehandlinganderection.Forgeneralhandlinganderectionguidance, see Guide to GoodPractice forHandling, Installing&BracingofMetalPlateConnectedWoodTrusses("BCSI"), jointlyproducedbyWTCAandTPI.Forproject specificguidance,consultwithprojectengineer/architect/general contractor.MiTekassumesnoresponsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare4x6MT20unlessotherwiseindicated. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T04 3 11904672-12T PiggybackBase JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:39 Page: 1 ID:p3Fp30_?gs1Wc9MmKJH0N0y7OsG-vdcR?Aq_9SfF80hKNjK4CS57oKcivgGwJrEvOUy7MIU Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding251 lbupliftat joint29,917 lbupliftat joint17and211 lbupliftat joint14. 11)This truss isdesigned inaccordance withthe2012International 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 lbdownand430 lbupat40-6-0,and616lbdownand430 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-11=-95,11=-95-to-44=-97,44=-97-to-45=-103,45=-103-to-46=-108,46=-108-to-12=-116,12=-116-to-47=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T04 3 11904672-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:39 Page: 2 ID:p3Fp30_?gs1Wc9MmKJH0N0y7OsG-vdcR?Aq_9SfF80hKNjK4CS57oKcivgGwJrEvOUy7MIU DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =MT18HS10x14 =5x6 5x6 =8x8 =5x6 =5x6 3x4 =6x8 =8x8 =6x6 6x6 =6x6 5x6 6x6 =6x6 6x6 3x4 610.00lb 610.00 lb 0.00 lb/ft to70.00 lb/ft 152928272625242322212019181716 1449148134712 2 46453344113 34 4335109 4 3637 5 38 396 74041 428T3T4 B1 B4B1B3B2 1-2-1265-7-132-0-056-9-14-5-150-4-1 4-5-154-9-14-11-245-11-07-9-1325-2-7 7-9-1340-11-147-11-933-2-0 7-8-064-5-18-8-58-8-5 8-8-517-4-10 2-1-1256-10-134-5-154-9-14-5-150-4-14-9-645-11-0 7-6-464-5-17-11-941-1-107-11-925-2-7 7-11-933-2-08-6-917-2-148-8-58-8-5 0-4-10 Scale = 1:106.3 Plate Offsets(X,Y):[4:0-4-0,0-3-3], [8:0-4-0,0-3-3], [9:0-3-0,0-2-12], [13:0-3-0,0-1-12], [14:0-3-15,0-0-6], [20:0-3-0,0-3-12], [29:Edge,0-8-8] 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 0.84 Vert(LL)-0.12 23-25 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.52 Vert(TL)-0.29 23-25 >999 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horiz(TL)0.08 20 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:424 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T7:2x4SPFNo.2,T4,T6:2x6SP2400F2.0E BOTCHORD 2x6SPF No.2*Except*B4:2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W14,W15,W1,W3,W13,W10,W11,W12:2x4 SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor4-0-7ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-2-9max.):4-8. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:20-21,18-20,17-18. WEBS 1Rowatmidpt 4-25,5-25,5-23,7-23,8-23,8-21, 3-26,9-20 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS Allbearings0-6-0.except14=0-4-0 (lb)-Max Horiz29=-298(LC12) Max UpliftAlluplift100(lb)orlessat joint(s)except17=-538(LC12), 20=-422(LC12),29=-217(LC16) Max GravAllreactions250(lb)orlessat joint(s)except17=1619(LC59), 20=3070(LC40),29=1870(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-2=-2760/470,2-33=-2601/479,3-33=-2527/499,3-34=-2360/502,34-35=-2326/508,4-35=-2297/549,4-36=-2278/580,36-37=-2278/580,5-37=-2278/580,5-38=-1965/571,38-39=-1965/571,6-39=-1965/571,6-7=-1965/571,7-40=-1965/571, 40-41=-1965/571,41-42=-1965/571,8-42=-1965/571,8-9=-1181/471,9-10=0/289,12-46=-295/100,12-47=-249/468, 13-48=-351/264,14-48=-422/254,14-49=-630/367,14-49=-657/364,1-29=-1778/361 BOT CHORD 28-29=-220/527,27-28=-321/2284,26-27=-321/2284,25-26=-276/1976,24-25=-340/2278,23-24=-340/2278, 22-23=-152/1001,21-22=-152/1001,20-21=-254/189,17-18=-271/222,16-17=-159/334,14-16=-175/348 WEBS 4-26=-69/592,4-25=-316/523,5-25=-271/352,5-23=-555/75,7-23=-762/267,8-23=-265/1668,8-21=-1782/506,13-17=-831/529,13-16=-204/253,1-28=-272/1967,3-26=-739/290,12-17=-1049/611,9-21=-481/2184,9-20=-2742/773, 11-20=-402/137,12-18=-122/325 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2)0-1-12 to6-7-1, Interior(1)6-7-1 to17-4-10,Exterior(2)17-4-10 to23-9-15, Interior(1)23-9-15 to40-11-14,Exterior(2)40-11-14 to47-5-3, Interior(1)47-5-3 to 65-7-13 zone; cantileverrightexposed ; end verticalrightexposed;porchrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesignedforgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)WARNING:Thislong span trussrequiresextreme careandexperienceforproperand safehandlinganderection.Forgeneralhandlinganderectionguidance, see Guide to GoodPractice forHandling, Installing&BracingofMetalPlateConnectedWoodTrusses("BCSI"), jointlyproducedbyWTCAandTPI.Forproject specificguidance,consultwithprojectengineer/architect/general contractor.MiTekassumesnoresponsibility for trussmanufacture,handling,erection,orbracing. 7)Provideadequatedrainage topreventwaterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)Allplatesare4x6MT20unlessotherwiseindicated. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T05 2 11904672-12T PiggybackBase JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:40 Page: 1 ID:G9nU4chWwhFkTaUqSMIXSFy7Oom-NqApDWrdvmn6mAGWxRsJlfeIJkzbe894YV_Swwy7MIT Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding216 lbupliftat joint29,537 lbupliftat joint17,421lbupliftat joint20and227lb upliftat joint14. 12)This truss isdesigned inaccordance withthe2012International 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 lbdownand430 lbupat40-6-0,and616lbdownand430 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-11=-96,11=-96-to-44=-98,44=-98-to-45=-103,45=-103-to-46=-108, 46=-108-to-12=-116,12=-116-to-47=-121 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T05 2 11904672-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:40 Page: 2 ID:G9nU4chWwhFkTaUqSMIXSFy7Oom-NqApDWrdvmn6mAGWxRsJlfeIJkzbe894YV_Swwy7MIT DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 4x10 =5x6 3x5 3x10 =3x6 =3x5 =5x6 =3x5 =3x5 =3x6 =3x6 2x4 =6x8 =5x6 =5x6 6x6 =3x6 4x6 3x4 20 19 18 17 16 15 14 13 12 11 1 21 22 2 23 24 3 10 9 3142526527286729308T3T4 B1 B3B2 2-9-243-9-07-9-1325-2-7 7-9-1340-11-147-11-933-2-0 2-7-146-4-18-8-58-8-5 8-8-517-4-10 0-3-044-0-0 2-4-1 46-4-1 2-7-6 43-9-0 7-11-941-1-107-11-933-2-07-11-925-2-78-6-917-2-148-8-58-8-5 Scale =1:77.5 Plate Offsets(X,Y):[4:0-3-8,0-2-0], [8:0-4-0,0-2-4], [13:0-1-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)-0.13 16 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.75 Vert(TL)-0.38 17-19 >999 240 TCDL 10.0 RepStress Incr YES WB 0.92 Horiz(TL)0.10 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:275 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T2:2x4SPF2100F1.8E,T5:2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(2-2-0max.):4-8. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 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 withStabilizer Installationguide. REACTIONS (lb/size)12=1876/0-6-0,(min.0-3-5),20=1615/0-6-0,(min.0-2-12) MaxHoriz20=338(LC16) MaxUplift12=-156(LC13),20=-182(LC16) Max Grav12=2108(LC37),20=1735(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-21=-2457/319,21-22=-2317/325,2-22=-2226/348,2-23=-2058/342,23-24=-2045/347,3-24=-2016/359,3-4=-1994/395,4-25=-1917/394,25-26=-1917/394,5-26=-1917/394,5-27=-1503/324,27-28=-1503/324,6-28=-1503/324,6-7=-1503/324, 7-29=-1503/324,29-30=-1503/324,8-30=-1503/324,8-31=-484/160,9-31=-517/156,1-20=-1655/275 BOTCHORD 19-20=-404/447,18-19=-452/2024,17-18=-452/2024,16-17=-288/1716,15-16=-312/1917,14-15=-312/1917, 13-14=-73/480 WEBS 4-17=-70/585,4-16=-342/356,5-16=-136/437,5-14=-716/142,7-14=-716/243,8-14=-296/1788,8-13=-1615/310,1-19=-173/1843,2-17=-721/288,9-13=-234/1775,9-12=-1994/332 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-2-12 to4-10-6, Interior(1)4-10-6 to17-4-10,Exterior(2)17-4-10 to23-11-4, Interior(1)23-11-4 to40-11-14,Exterior(2)40-11-14 to46-2-5 zone;C-C for membersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding182 lbupliftatjoint20and156lbupliftat joint12. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T06 1 11904672-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:40 Page: 1 ID:?KjO_nHlXRCN9Try_I8j7Ny7OlQ-NqApDWrdvmn6mAGWxRsJlfeGokw_e8m4YV_Swwy7MIT DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 MT18HS8x12 =6x12 3x6 4x6 =12x12 6x6 4x8 =MT18HS12x18 5x6 =6x6 =8x8 =6x8 2x4 =4x8 2x4 =6x8 =4x8 2x4 =8x8 =6x6 =5x6 6x6 2x42019181716151413233322343521 1 2 28 3 29 4 5 12 6 307 318 32 9 10 11T3T4 B1 B3B2 HW1 3-11-1313-1-54-6-124-6-12 4-3-417-4-104-6-129-1-8 5-9-1523-2-9 5-9-1540-11-145-11-1129-2-4 5-11-1135-1-15 3-0-244-0-0 2-10-644-0-03-9-112-10-9 4-4-417-2-144-6-129-1-84-6-124-6-12 5-11-1129-2-4 5-11-1141-1-105-11-1123-2-9 5-11-1135-1-15 Scale=1:74 PlateOffsets(X,Y):[1:0-1-15,0-2-10], [3:0-1-8,0-2-8], [5:0-2-0,0-2-0], [6:0-3-12,0-3-0], [11:0-3-12,0-1-12], [14:0-2-4,0-2-0], [19:0-2-12,0-2-12], [20:0-6-4,0-4-8], [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)-0.21 20-21 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(TL)-0.48 20-21 >999 240 MT18HS 244/190 TCDL 10.0 RepStress Incr NO WB 0.96 Horiz(TL)0.10 13 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:833 lb FT=20% LUMBER TOP CHORD 2x6SPFNo.2*Except*T5:2x4SPFNo.2,T1:2x6SP2400F2.0E BOT CHORD 2x6SP2400F2.0E*Except*B1:2x10SP2400F2.0E WEBS 2x4SPFNo.2*Except*W1,W2:2x4SPFStud,W3,W5:2x6SP2400F 2.0E SLIDER Left2x8SP2400F2.0E--2-6-0 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-6-7ocpurlins, 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=11571/0-6-0,(min.0-4-13),13=3743/0-6-0,(min.0-1-11) Max Horiz1=378(LC12) Max Uplift1=-1507(LC12),13=-473(LC9) Max Grav1=11640(LC34),13=4026(LC33) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-15733/2018,2-28=-15688/1923,3-28=-15651/1939,3-29=-10879/1347,4-29=-10859/1354,4-5=-10849/1366, 5-6=-7790/1006,6-30=-5773/776,7-30=-5773/776,7-31=-5773/776,8-31=-5773/776,8-32=-2932/394,9-32=-2932/394,9-10=-2932/394,10-11=-2936/396,11-12=-1152/147,12-13=-3967/476 BOTCHORD 1-23=-940/4443,23-33=-2038/13424,22-33=-2038/13424,22-34=-2038/13424,34-35=-2038/13424,21-35=-2038/13424, 20-21=-1882/13531,19-20=-1260/9202,18-19=-887/6638,17-18=-620/4509,16-17=-620/4509,15-16=-620/4509, 14-15=-130/1018 WEBS 2-22=-357/135,2-21=0/451,3-21=-1143/8948,3-20=-8106/1152,5-20=-897/6817,5-19=-6161/926,6-19=-766/5610, 11-14=-3305/489,12-14=-445/3488,7-18=-532/195,6-18=-2406/479,8-18=-406/2778,8-15=-3313/459,10-15=-608/191,11-15=-583/4118 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc.Bottom chords connectedas follows: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.Plytoply connectionshavebeenprovided todistributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=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:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15PlateDOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 6)Unbalanced snowloadshavebeenconsidered for thisdesign. 7)Provideadequatedrainage topreventwaterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)TheFabricationToleranceat joint20=16% Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T07 1 21904672-12T PiggybackBase Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.ThuDec1916:38:41 Page: 1 ID:6jgd_uo?TSSnsM0_wIvjWSy7N10-r0kBQssFg3vyNKqjV8NYHtAYI7KXNZNDm9j0SMy7MIS Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1507lbupliftat joint1and473lbupliftat joint13. 12)This truss isdesigned inaccordance withthe2012International 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)936 lbdownand136 lbupat1-0-12,1036lbdownand190 lbupat 3-0-12,1012 lbdownand193 lbupat5-0-12,and975 lbdownand195 lbupat7-0-12,and8014 lbdownand906 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=-51,13-24=-20 ConcentratedLoads(lb) Vert:21=-8014(B),26=-936(B),33=-1036(B),34=-1012(B),35=-975(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T07 1 21904672-12T PiggybackBaseGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:41 Page: 2 ID:6jgd_uo?TSSnsM0_wIvjWSy7N10-r0kBQssFg3vyNKqjV8NYHtAYI7KXNZNDm9j0SMy7MIS DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x5 3x5 =3x5 =5x6 =3x6 =3x4 =3x4 =3x6 =3x6 1.5x4 =5x8 =5x6 =6x6 5x6 =3x5 4x6 2x4 18 17 16 15 14 13 12 11 10 1 219 9 20 8 27 3 21 22 4 23 24 5 6 25 26 7T2T3 B1 B3B2 2-5-42-5-4 2-9-234-6-05-8-68-1-10 7-9-1315-11-7 7-9-1331-8-147-11-923-11-0 2-7-137-1-1 0-3-0 34-6-0 2-4-6 34-3-0 2-7-1 37-1-1 7-11-931-10-107-11-915-11-7 7-11-923-11-07-11-147-11-14 Scale =1:63.7 Plate Offsets(X,Y):[3:0-4-0,0-2-4], [7:0-4-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.81 Vert(LL)-0.10 17-18 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.54 Vert(TL)-0.26 17-18 >999 240 TCDL 10.0 RepStress Incr YES WB 0.75 Horiz(TL)0.05 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:250 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T2,T3:2x4SPF1650F1.5E BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-9ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-9-3max.):3-7. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:11-12. WEBS 1Rowatmidpt 3-17,3-15,4-15,4-13,6-13,7-13, 7-12,9-11,2-18,8-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)11=1531/0-6-0,(min.0-2-12),18=1310/Mechanical,(min. 0-1-8) MaxHoriz18=120(LC16) MaxUplift11=-176(LC12),18=-131(LC13) Max Grav11=1761(LC37),18=1423(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-19=-1064/197,19-20=-1055/206,3-20=-988/232,3-21=-1343/284,21-22=-1343/284,4-22=-1343/284,4-23=-1175/252, 23-24=-1175/252,5-24=-1175/252,5-6=-1175/252,6-25=-1175/252,25-26=-1175/252,7-26=-1175/252,7-27=-388/138, 8-27=-425/122 BOTCHORD 17-18=-164/392,16-17=-190/899,15-16=-190/899,14-15=-250/1343,13-14=-250/1343,12-13=-64/395 WEBS 2-17=-116/866,3-17=-534/199,3-15=-208/777,4-15=-483/263,4-13=-290/76,6-13=-714/242,7-13=-249/1363,7-12=-1318/278,2-18=-1377/251,8-12=-201/1473,8-11=-1652/255 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-CExterior(2)9-4-12 to13-1-4, Interior(1)13-1-4 to17-4-10,Exterior(2)17-4-10 to22-7-9, Interior(1)22-7-9 to40-11-14,Exterior(2)40-11-14 to46-2-5 zone;C-C for membersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 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 withstanding176 lbupliftatjoint11and131lbupliftat joint18. 9)This truss isdesigned inaccordance with the2012International 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 ClayLot15 T08 10 11904672-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:42 Page: 1 ID:yt3ZyzyJ1qboigOT4Hc4jUy7OjG-JCIadCttRN1p?UPv3sunq4jfDXfg64tN?pTZ_py7MIR DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =8x10 10x10 =8x8 =8x8 =8x10 =MT18HS8x12 =MT18HS12x18 =8x8 6x10 =6x6 =12x12 =6x8 =6x8 =6x8 =6x10 =6x8 =6x10 =10x10 =8x8 6x6 1 42 3043 4429 45 28 46 27 26 25 24 23 22 21 20 19 18 17 2 3 34 5354 6 7 36 37 8 16 9 3810 39 11 40 41 12 13 14 15 T2 T4 T5 B1 B3B3B2HW1 1-2-12-1-2-12 2-6-016-1-8 3-0-251-0-03-6-010-1-8 3-6-013-7-83-2-06-7-83-5-83-5-8 4-8-1043-3-34-8-1038-6-94-8-1033-9-154-1-920-3-1 4-8-1047-11-144-8-1029-1-44-1-924-4-10 2-4-416-1-8 2-10-651-0-03-0-46-5-123-5-83-5-8 3-7-1210-1-8 3-7-1213-9-4 4-8-1043-3-34-8-1038-6-94-8-1033-9-154-10-629-1-4 4-10-648-1-108-1-624-2-14 0-1-12 Scale=1:86.3 PlateOffsets(X,Y):[3:0-5-0,0-6-12], [4:0-4-12,0-4-8], [6:0-6-0,0-5-8], [8:0-3-6,0-3-1], [9:0-6-0,0-5-12], [15:0-5-0,0-6-5], [24:0-2-8,0-2-12], [26:0-5-4,0-7-8], [29:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.32 Vert(LL)-0.29 26 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.50 Vert(TL)-0.66 24-26 >923 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.94 Horiz(TL)0.11 17 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:1991 lbFT=20% LUMBER TOP CHORD 2x10SP2400F2.0E BOT CHORD 2x10SP2400F2.0E WEBS 2x4SPFNo.2*Except*W1,W2,W3,W5,W6,W7:2x4SPFStud, W8:2x10SP2400F2.0E,W9:2x8SP2400F2.0E WEDGE Left:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-6,9-15. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 16-17 REACTIONS (lb/size)2=12306/0-6-0,(min.0-3-7),17=5304/0-6-0,(min.0-1-9) Max Horiz2=401(LC66) Max Uplift2=-1426(LC12),17=-567(LC9) Max Grav2=12478(LC39),17=5635(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-17413/1956,3-34=-19571/2174,4-34=-19555/2191,4-35=-23872/2590,5-35=-23873/2590,5-6=-23876/2590, 6-7=-28217/2917,7-36=-28395/3027,36-37=-28367/3036,8-37=-28349/3043,8-9=-12413/1319,9-38=-9441/1016,10-38=-9441/1016,10-39=-9441/1016,11-39=-9441/1016,11-40=-5853/650,40-41=-5853/650,12-41=-5853/650, 12-13=-5853/650,13-14=-5853/650,14-15=-1339/158,15-16=-1542/168,16-17=-5178/530 BOTCHORD 2-42=-1910/14099,30-42=-1910/14099,30-43=-1910/14099,43-44=-1910/14099,29-44=-1910/14099,29-45=-2217/17568,28-45=-2217/17568,28-46=-3168/28165,27-46=-3168/28165,26-27=-3162/28120, 25-26=-1723/15378,24-25=-1723/15378,23-24=-1151/10814,22-23=-859/7714,21-22=-859/7714,20-21=-859/7714, 19-20=-432/3796,18-19=-432/3796 WEBS 3-30=-1305/157,3-29=-427/4543,4-29=-181/326,4-28=-945/10018,5-28=-266/106,6-28=-6816/592,6-27=-1320/181, 6-26=-8280/996,7-26=-601/185,8-26=-2155/19483,9-24=-949/8556,9-23=-3842/499,10-23=-219/273, 11-23=-535/4482,11-22=-269/97,11-20=-4621/523,12-20=-318/108,14-20=-553/5107,14-19=0/367,14-18=-5948/695, 15-18=-30/417,16-18=-499/4610,8-24=-10042/1231 NOTES 1)3-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x10-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x10-2rows staggeredat0-9-0oc.Web connectedas follows:2x4-1rowat0-9-0oc,Exceptmember5-282x4-1rowat0-5-0oc,member6-272x4-1rowat0-6-0oc,2x10-3rows staggeredat0-4-0oc, 2x8-2rows staggeredat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Plytoply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftexposed ; end verticalleftexposed;LumberDOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 6)Unbalanced snowloadshavebeenconsidered for thisdesign. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T09 1 31904672-12T PiggybackBase Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.ThuDec1916:38:43 Page: 1 ID:BbyQ2AMjnhMM01ygI?2N7Zy7Mmn-JCIadCttRN1p?UPv3sunq4jnxXgJ610N?pTZ_py7MIR Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 timesflatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 8)Provideadequatedrainagetopreventwaterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)Allplatesare3x6MT20unlessotherwiseindicated. 11)TheFabricationToleranceat joint26 = 12% 12)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 13)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1426lbupliftat joint2and567lbupliftat joint17. 14)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 15)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 16)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)936 lbdownand121 lbupat2-0-12,814 lbdownand124lbupat4-0-12, 815 lbdownand128 lbupat6-0-12,886 lbdownand129lbupat8-0-12,888 lbdownand125 lbupat10-0-12,790 lbdownand87 lbupat12-0-12,and802 lbdownand 52 lbupat14-0-12,and7711 lbdownand767 lbupat16-1-8onbottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-6=-61,6-9=-51,9-15=-61,15-16=-51,17-31=-20 ConcentratedLoads(lb) Vert:28=-888(F),27=-802(F),26=-7711(F),42=-936(F),43=-814(F),44=-815(F),45=-886(F),46=-790(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T09 1 31904672-12T PiggybackBaseGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:43 Page: 2 ID:BbyQ2AMjnhMM01ygI?2N7Zy7Mmn-JCIadCttRN1p?UPv3sunq4jnxXgJ610N?pTZ_py7MIR DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x8 =4x4 =8x8 =6x10 2x4 =6x8 2x4 =6x6 =4x6 4x6 =4x6 =4x6 =8x8 =4x4 =3x5 =4x6 =3x6 2x4 =8x8 =5x6 =6x6 5x6 =4x6 4x6 3x4 28 27 26 25 24 23 22 21 20 19 18 17 16 151 229 3 3031 533 34 6324 35 36 737 14 13 8 38 39 409 41 42 10 11 43 44 12 T2 T4 T5 B1 B3B3B2 1-2-12-1-2-122-0-02-0-0 2-9-250-9-03-6-09-4-8 3-6-012-10-83-10-85-10-8 5-9-118-7-9 5-9-124-4-10 7-10-740-1-7 7-10-747-11-147-10-732-3-0 2-7-153-4-1 0-3-051-0-0 2-4-1 53-4-1 2-7-6 50-9-0 3-7-129-4-8 3-7-1213-0-4 5-7-524-2-145-7-518-7-95-8-125-8-12 7-10-740-1-7 8-0-348-1-108-0-332-3-0 0-1-12 Scale=1:89.8 PlateOffsets(X,Y):[4:0-5-0,Edge], [6:0-2-12,0-3-4], [8:0-5-8,0-2-0], [12:0-3-8,0-2-0],[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 GripDOL 1.15 TC 0.94 Vert(LL)-0.24 23-25 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(TL)-0.58 23-25 >999 240 TCDL 10.0 RepStress Incr YES WB 0.92 Horiz(TL)0.14 16 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:381 lb FT=20% LUMBER TOP CHORD 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,W1,W2,W5,W3,W6:2x4SPFStud, W15:2x4SPF1650F1.5E BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-2-7ocpurlins, exceptend verticals,and2-0-0ocpurlins(2-2-0max.):4-6,8-12. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 8-5-0ocbracing:23-25 9-11-9ocbracing:21-23 6-0-0ocbracing:16-17. WEBS 1Rowatmidpt 6-23,7-21,8-20,9-18,11-18,12-18, 12-17,14-16,14-15,13-16 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)16=2149/0-6-0,(min.0-3-13),28=1983/0-6-0,(min.0-1-12) Max Horiz28=354(LC16) Max Uplift16=-168(LC13),28=-300(LC16) Max Grav16=2424(LC42),28=2147(LC43) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 3-30=-2830/420,30-31=-2808/420,4-31=-2804/432,4-32=-3790/580,32-33=-3795/579,5-33=-3795/578,5-34=-3789/577,6-34=-3787/577,6-35=-3746/554,35-36=-3699/561,7-36=-3686/574,7-37=-2939/485,8-37=-2933/520, 8-38=-2454/456,38-39=-2454/456,39-40=-2454/456,9-40=-2454/456,9-41=-1819/358,41-42=-1819/358, 10-42=-1819/358,10-11=-1819/358,11-43=-1819/358,43-44=-1819/358,12-44=-1819/358,12-13=-601/168, 2-28=-262/103 BOTCHORD 27-28=-570/1608,26-27=-580/2460,25-26=-784/4662,24-25=-781/4664,23-24=-781/4664,22-23=-549/3193, 21-22=-549/3193,20-21=-373/2478,19-20=-338/2454,18-19=-338/2454,17-18=-76/557 WEBS 4-27=-342/87,6-23=-1825/323,7-23=-131/1205,7-21=-1486/365,8-21=-210/1341,8-20=-544/166,9-20=-39/605,9-18=-1101/185,11-18=-713/241,12-18=-310/2185,12-17=-1895/321,3-28=-2372/372,13-17=-236/1950, 13-16=-2189/349,6-26=-1423/166,3-27=-45/957,4-26=-277/2108,5-26=-507/124 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)-1-2-12 to4-1-4, Interior(1)4-1-4 to5-10-8,Exterior(2)5-10-8 to11-2-8, Interior(1)11-2-8 to24-4-10,Exterior(2)24-4-10 to29-8-10, Interior(1)29-8-10 to 47-11-14,Exterior(2)47-11-14 to53-2-5 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign.5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T10 1 11904672-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.ThuDec1916:38:44 Page: 1 ID:REqMipcEmwsMekMobZaCnNy7Oh7-GbQK2uu7z_HXEnZHAGwFvVozlLG2axmgS7yg3hy7MIP Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding168 lbupliftat joint16and300lbupliftat joint28. 9)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T10 1 11904672-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:44 Page: 2 ID:REqMipcEmwsMekMobZaCnNy7Oh7-GbQK2uu7z_HXEnZHAGwFvVozlLG2axmgS7yg3hy7MIP DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4x8 =4x6 =6x6 =5x12 2x4 =5x6 MT18HS6x12 2x4 =8x8 3x6 =3x5 =5x6 =3x6 =3x5 =3x5 =3x6 =5x8 =5x6 =5x6 =5x6 4x6 =3x5 4x6 3x4222120191817161514272639252423 1 2 28 4313029 53 32 33 6 13 12 7 34 358 36 37 910 38 11 T2 T4 T5 B2 B5B4B3B1 0-2-12 0-2-12 1-2-12-1-2-12 2-10-810-9-0 2-9-250-9-04-1-87-10-83-6-43-9-0 6-9-1317-6-13 7-9-1347-11-147-9-1332-2-7 7-11-940-2-06-9-1324-4-10 2-7-153-4-1 0-3-051-0-0 2-4-1 53-4-1 2-7-6 50-9-0 3-0-410-10-123-7-43-7-4 4-3-47-10-8 6-6-517-5-1 6-9-1324-2-14 7-11-940-2-07-11-932-2-7 7-11-948-1-10 0-1-12 Scale=1:89.8 PlateOffsets(X,Y):[3:0-3-8,0-0-12], [5:0-6-0,0-2-0], [7:0-3-0,0-1-12], [10:0-3-0,Edge], [11:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.76 Vert(LL)-0.19 22-23 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(TL)-0.49 22-23 >999 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.93 Horiz(TL)0.11 15 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:687 lb FT=20% LUMBER TOP CHORD 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 TOPCHORD Structural wood sheathingdirectlyappliedor4-9-4ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-5,7-11. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:15-16. WEBS 1Rowatmidpt 13-14,7-19,8-17REACTIONS(lb/size)15=2295/0-6-0,(min.0-2-0),27=2897/0-6-0,(min.0-1-8) Max Horiz27=353(LC12) Max Uplift15=-212(LC9),27=-597(LC12) Max Grav15=2553(LC38),27=3061(LC39) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-28=-3732/698,3-28=-3668/717,3-29=-6634/1130,29-30=-6636/1129,30-31=-6637/1131,4-31=-6640/1131, 4-5=-6641/1131,5-32=-4734/633,32-33=-4613/639,6-33=-4546/657,6-7=-3268/468,7-34=-2656/395,34-35=-2656/395, 8-35=-2656/395,8-36=-1923/285,36-37=-1923/285,9-37=-1923/285,9-10=-1923/285,10-38=-1923/285,11-38=-1923/285,11-12=-639/103,2-27=-2982/603 BOTCHORD 26-27=-400/346,26-39=-920/3237,25-39=-920/3237,24-25=-1425/7478,23-24=-1425/7478,22-23=-1423/7485, 21-22=-726/3959,20-21=-410/2761,19-20=-410/2761,18-19=-404/2656,17-18=-404/2656,16-17=-87/590 WEBS 3-26=-852/210,3-25=-587/4246,4-25=-740/197,5-25=-1435/385,7-21=-278/1668,11-16=-1998/358,2-26=-535/3122, 5-22=-3863/765,6-22=-236/1729,6-21=-2067/500,12-16=-282/2164,12-15=-2433/238,8-19=-80/764,7-19=-736/215, 8-17=-1264/204,9-17=-714/242,11-17=-363/2331 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x4-1rowat0-9-0oc,2x6-2rowsstaggeredat0-9-0oc. Bottom chords connectedas 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.Plytoply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftexposed ; end verticalleftexposed;LumberDOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 6)Unbalanced snowloadshavebeenconsidered for thisdesign.7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 8)Provideadequatedrainage topreventwaterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T11 1 21904672-12T PiggybackBase Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.ThuDec1916:38:45 Page: 1 ID:XRXI83O22CeUIpAQ6f?hR4y7MgI-kn_iGEvlkIPOsx8Uk_RUSjLBGlgsJOsphnhDb8y7MIO Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 withstanding597 lbupliftat joint27and212lbupliftat joint15. 12)This truss isdesigned inaccordance withthe2012International 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)201 lbdownand201 lbupat3-9-0,and100 lbdownand85 lbupat 5-9-12on topchord,and80 lbdownand21 lbupat3-9-0,and33lbdownand21 lbupat5-9-12,and988 lbdownand167 lbupat7-10-8onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-5=-61,5-7=-51,7-11=-61,11-13=-51,14-27=-20 ConcentratedLoads(lb) Vert:3=-51(B),26=-28(B),25=-948(B),30=-19(B),39=-16(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T11 1 21904672-12T PiggybackBaseGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:45 Page: 2 ID:XRXI83O22CeUIpAQ6f?hR4y7MgI-kn_iGEvlkIPOsx8Uk_RUSjLBGlgsJOsphnhDb8y7MIO DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x6 4x6 =5x6 3x5 3x6 =3x6 =3x5 =5x6 =3x5 =3x5 =3x6 =3x6 2x4 =6x8 =5x6 =5x6 6x6 =3x6 4x6 3x4 20 19 18 17 16 15 14 13 12 11 1 21 22 223 243 10 9 3129308425265272867T3T4 B1 B3B2 2-7-145-4-12-9-242-9-07-9-1324-2-7 7-9-1339-11-147-11-932-2-08-2-58-2-5 8-2-516-4-9 0-3-042-9-0 2-4-6 42-6-0 2-7-1 45-4-1 7-11-940-1-107-11-924-2-7 7-11-932-2-08-0-916-2-138-2-58-2-5 Scale =1:76 Plate Offsets(X,Y):[1:0-3-0,0-1-8], [4:0-4-0,0-2-4], [8:0-4-0,0-2-4], [13:0-2-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)-0.12 14-16 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.67 Vert(TL)-0.35 16-17 >999 240 TCDL 10.0 RepStress Incr YES WB 0.91 Horiz(TL)0.09 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:272 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T5:2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(2-2-0max.):4-8. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 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 withStabilizer Installationguide. REACTIONS (lb/size)12=1841/0-6-0,(min.0-3-4),20=1584/Mechanical,(min.0-1-8) MaxHoriz20=317(LC16) MaxUplift12=-154(LC13),20=-172(LC16) Max Grav12=2075(LC37),20=1699(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-21=-2200/293,21-22=-2063/300,2-22=-1981/321,2-23=-1962/335,23-24=-1957/340,3-24=-1929/349,3-4=-1902/385, 4-25=-1864/385,25-26=-1864/385,5-26=-1864/385,5-27=-1472/318,27-28=-1472/318,6-28=-1472/318,6-7=-1472/318, 7-29=-1472/318,29-30=-1472/318,8-30=-1472/318,8-31=-475/158,9-31=-508/154,1-20=-1623/268 BOTCHORD 19-20=-353/325,18-19=-413/1810,17-18=-413/1810,16-17=-276/1638,15-16=-309/1864,14-15=-309/1864,13-14=-73/472 WEBS 4-17=-71/533,4-16=-300/396,5-16=-167/404,5-14=-677/136,7-14=-715/242,8-14=-293/1748,8-13=-1587/308, 1-19=-173/1736,2-17=-601/264,9-13=-232/1747,9-12=-1963/326 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)1-1-12 to5-8-3, Interior(1)5-8-3to17-4-10,Exterior(2)17-4-10 to23-9-9, Interior(1)23-9-9 to40-11-14,Exterior(2)40-11-14 to46-2-5zone;C-C formembers and forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 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 withstanding172 lbupliftatjoint20and154lbupliftat joint12. 9)This truss isdesigned inaccordance with the2012International 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 ClayLot15 T12 1 11904672-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:46 Page: 1 ID:XB8QN8tcAut21D?iQGQXjJy7Ocv-C_X4TawNVcXFU5jgIhyj_wuIQ8?b2rSywRRn7ay7MIN DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4x6 =3x5 3x6 =5x6 =5x6 =3x6 =5x6 =5x6 3x4 3x4 54 53 52 51 50 49 48 47 4645 44 43 42 41 40 39 3837 36 35 34 33 32 31 30 29 1 2 3 4 55 5 656 7 28278 269 2510602411121357141516581759181920212223T3T4 B1 B1B2 5-4-345-4-116-4-916-4-9 23-7-439-11-14 2-2-42-2-4 43-1-1345-4-1 Scale=1:76 PlateOffsets(X,Y):[11:0-3-0,0-1-12], [20:0-3-0,Edge], [24:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.00 29 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:353 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W3:2x4SPFNo.2 OTHERS 2x4SPFNo.2*Except*ST4,ST3,ST2,ST1:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):11-24. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 28-29,25-32,23-33,22-34,21-35, 19-36,18-37,17-39,16-40,15-41, 14-42,13-43,12-44,10-45,9-47,8-48,26-31,27-30 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings45-4-1. (lb)-Max Horiz54=317(LC16) Max UpliftAlluplift100(lb)or lessatjoint(s)29,30,31,33,34,35,36,37,39,40,41,42,43,44,45,47,48,49,50,51,52except 53=-335(LC16),54=-199(LC14) Max GravAllreactions250(lb)or lessatjoint(s)29,30,31,32,33,34, 35,36,37,39,40,41,42,43,44,45,47,48,49,50,51,52 except53=301(LC29),54=425(LC16) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-54=-411/245,1-2=-347/235,2-3=-288/168,3-4=-282/186 BOTCHORD 53-54=-313/212 WEBS 1-53=-276/409 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3)1-1-12 to5-8-3,Exterior(2)5-8-3 to17-4-10,Corner(3)17-4-10 to21-11-0,Exterior(2)21-11-0 to40-11-14,Corner(3)40-11-14 to45-6-4,Exterior(2)45-6-4 to 46-2-5 zone;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15PlateDOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeenconsidered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare2x4MT20unlessotherwise indicated. 8)Gablerequirescontinuousbottom chordbearing. 9)Truss tobe fully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)29,33,34,35,36,37,39,40,41,42,43,44,45,47,48,49, 50,51,52,31,30except(jt=lb)54=199,53=335. 13)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T12GE 1 11904672-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.ThuDec1916:38:47 Page: 1 ID:zw2zYgZoRbOJCb7P3yP7rdy7Oak-gA5Thvw0Gvf65FIsrPUyX8QhQYUZnU3695AKg0y7MIM Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 ClayLot15 T12GE 1 11904672-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:47 Page: 2 ID:zw2zYgZoRbOJCb7P3yP7rdy7Oak-gA5Thvw0Gvf65FIsrPUyX8QhQYUZnU3695AKg0y7MIM DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x4 3x8 =8x8 3x5 2x4 6 8 9 5 10 11 4 3 2 7 1 B1 4-7-13 4-7-13 4-8-5 9-4-1 4-7-13 4-7-13 4-8-5 9-4-1Scale = 1:48.1 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 0.22 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(TL)-0.08 5-6 >999 240 TCDL 10.0 RepStress Incr NO WB 0.57 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:122 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPFStud*Except*W1:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 1-6REACTIONS(lb/size)4=3037/0-6-0,(min.0-2-9),6=3199/0-6-0,(min.0-2-8) Max Horiz6=-215(LC13) Max Uplift4=-324(LC13),6=-542(LC13) Max Grav4=3291(LC2),6=3227(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1726/153,3-4=-1920/169 BOT CHORD 6-8=-115/1457,8-9=-115/1457,5-9=-115/1457 WEBS 2-6=-2340/469,2-5=-296/2349,3-5=-138/1747 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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone;Lumber DOL=1.60plategrip DOL=1.60 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 tobearingplatecapableofwithstanding542 lbupliftatjoint6and324 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1350 lbdownand113 lbupat9-7-7,1148 lbdownand160 lbupat11-7-7,1148 lbdownand160 lbupat13-7-7,and1148lbdownand160 lbupat15-7-7,and1154 lbdownand155 lbupat17-7-7onbottomchord.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(B),8=-1350(B),9=-1071(B),10=-1056(B),11=-1058(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T13 1 21904672-12T RoofSpecial Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:48 Page: 1 ID:O2YPRxoE8e0DTX43Nxdk5Ey7MiM-8MfruFxe1DnzjPt3P6?B4LzqwygtWrHFNlwuCSy7MIL DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 3x4 =4x4 =3x6 4x4 =3x8 =4x4 4x4 =4x4 3x4 10 9 8 7 1 2 6 11 16 3 5 1512 1413 4 B1 B2 0-11-12 -0-11-12 4-7-49-6-0 4-7-414-1-4 4-10-1219-0-04-10-124-10-12 9-6-09-6-0 9-6-019-0-0Scale = 1:55.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.15 8-10 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.70 Vert(TL)-0.39 8-10 >582 240 TCDL 10.0 RepStress Incr YES WB 0.60 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:103 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)7=661/0-6-0,(min.0-1-8),10=721/0-6-0,(min.0-1-8) Max Horiz10=321(LC13) Max Uplift7=-87(LC16),10=-91(LC17) Max Grav7=746(LC2),10=818(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-326/159,3-11=-268/182,3-12=-626/191,12-13=-589/209,4-13=-582/227,4-14=-587/232,14-15=-590/214, 5-15=-628/195,6-16=-273/116,2-10=-372/218,6-7=-276/126 BOT CHORD 9-10=-145/535,8-9=-145/535,7-8=-53/430 WEBS 4-8=-191/610,5-8=-259/271,3-8=-255/271,3-10=-591/43,5-7=-585/76 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-11-12 to2-0-4, Interior(1)2-0-4 to9-6-0,Exterior(2)9-6-0 to12-6-0, Interior(1)12-6-0 to18-10-4 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 joint10and87 lbupliftat joint7. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T14 1 11904672-12T Common Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:48 Page: 1 ID:IbPR53xokJXkBTy1v2wYfSy7OWN-8MfruFxe1DnzjPt3P6?B4LzoUygfWqlFNlwuCSy7MIL DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 4x4 3x6 =3x4 =4x4 4x4 3x6 24 23 2221 20 19 18 17 16 15 14 131 122 113 104252726 95 6 8 7 B1 B2 ST5 0-11-12 19-11-12 0-11-12 -0-11-12 9-6-09-6-0 9-6-019-0-0 19-0-0Scale =1:54.6 Plate Offsets(X,Y):[14:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate 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(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.43 Horiz(TL)0.01 14 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=263(LC32),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=-255/137,11-12=-318/220,2-3=-323/233,2-24=-263/148 WEBS 3-23=-233/262,11-15=-231/260 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)-0-11-12 to2-0-4,Exterior(2)2-0-4 to9-6-0, Corner(3)9-6-0 to12-6-0,Exterior(2)12-6-0 to19-11-12 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face),seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; Exp C; PartiallyExp.; 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 the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T14GE 1 11904672-12T CommonSupportedGable JobReference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:48 Page: 1 ID:9TyzzlYfp_22uogxgPLaVCy7OYA-8MfruFxe1DnzjPt3P6?B4Lzn0yn_WtPFNlwuCSy7MIL Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 ClayLot15 T14GE 1 11904672-12T CommonSupportedGable Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:48 Page: 2 ID:9TyzzlYfp_22uogxgPLaVCy7OYA-8MfruFxe1DnzjPt3P6?B4Lzn0yn_WtPFNlwuCSy7MIL DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 4x4 =3x10 4x10 =8x8 2x4 MT18HS6x12 =3x4 =3x4 =5x12 2x4 =6x10 =4x4 4x6 3x6 19 18 17 16 15 30 31 14 32 3313 34 12 11 10 1 9 6 27 28726 2925 85 2 424 20 2321 22 3 T3 B1 B2 0-11-12 30-5-12 0-8-3 29-4-4 0-1-12 29-6-0 3-4-421-6-6 3-6-025-0-62-8-218-2-2 3-7-1228-8-23-6-03-6-0 6-0-015-6-06-0-09-6-0 0-11-11 29-6-0 2-4-1018-0-6 3-6-028-6-63-6-025-0-63-6-021-6-63-6-03-6-0 6-0-09-6-0 6-1-1215-7-12 0-1-12 Scale =1:56.6 Plate Offsets(X,Y):[5:0-6-8,0-2-4], [8:0-4-4,0-3-12] 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)0.17 15-16 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.62 Vert(TL)-0.43 15-16 >820 240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.95 Horiz(TL)0.07 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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,W5:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(5-4-9max.):5-8. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)11=1119/0-6-0,(min.0-1-8),19=1052/0-6-0,(min.0-1-13) MaxHoriz19=-320(LC10) MaxUplift11=-397(LC13),19=-172(LC13) MaxGrav11=1315(LC105),19=1163(LC59) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1088/207,2-20=-1119/296,20-21=-1020/299,3-21=-963/325,3-22=-865/319,22-23=-945/317,23-24=-1229/294, 4-24=-1260/269,4-5=-2841/504,5-25=-3616/805,25-26=-3618/804,6-26=-3622/804,6-27=-2435/572,27-28=-2435/572, 7-28=-2435/572,7-29=-2440/575,8-29=-2436/575,8-9=-746/237,1-19=-1137/183,9-11=-1399/402 BOTCHORD 18-19=-291/305,17-18=-184/885,16-17=-262/1936,15-16=-727/3931,15-30=-726/3931,30-31=-726/3931, 14-31=-726/3931,14-32=-761/3616,32-33=-761/3616,13-33=-761/3616,13-34=-119/530,12-34=-119/530 WEBS 3-17=-269/1085,4-17=-1561/491,4-16=-301/1772,5-16=-2683/591,1-18=-99/810,8-12=-691/144,9-12=-222/1031, 5-14=-741/175,8-13=-474/2205,6-14=-12/528,6-13=-1508/262,7-13=-433/133 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign.5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6)Provideadequatedrainage toprevent waterponding. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding172 lbupliftat joint19and397lbupliftat joint11. 10)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)69 lbdownand37 lbupat19-0-12,69 lbdownand37 lbupat20-6-15, 69 lbdownand37 lbupat22-6-15,69 lbdownand37 lbupat24-6-15,and69 lbdownand37 lbupat26-6-15,and147 lbdownand153lbupat28-8-2on top chord,and 18 lbdownand17 lbupat19-0-12,18 lbdownand17 lbupat20-6-15,18 lbdownand17 lbupat22-6-15,18 lbdownand17 lbupat24-6-15,and18 lbdownand17 lb upat26-6-15,and29 lbdownand64 lbupat28-6-15onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 13)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T15 1 11904672-12T RoofSpecialGirder JobReference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:49 Page: 1 ID:9GdGkhhBH38XwLpfiDUnMKy7OSq-8MfruFxe1DnzjPt3P6?B4LzgAyhxWlJFNlwuCSy7MIL Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-5=-51,5-8=-61,8-9=-51,9-10=-51,11-19=-20 ConcentratedLoads(lb) Vert:8=46(F),12=10(F),30=1(F),31=1(F),32=1(F),33=1(F),34=1(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T15 1 11904672-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:49 Page: 2 ID:9GdGkhhBH38XwLpfiDUnMKy7OSq-8MfruFxe1DnzjPt3P6?B4LzgAyhxWlJFNlwuCSy7MIL DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 =3x8 4x4 =3x5 4x10 =5x6 1.5x4 5x12 1.5x4 =4x12 =5x6 =3x5 3x6 1.5x4 18 17 16 15 14 13 12 11 10 928 81 626 27 75 192 4 25 2021 24 2322 3 T3 B1 B2 0-11-12 30-5-12 0-1-12 29-6-0 1-6-217-0-2 1-10-3 29-4-4 3-6-03-6-0 5-3-027-6-25-3-022-3-26-0-015-6-06-0-09-6-0 1-4-6 16-10-6 1-10-329-6-03-6-03-6-0 5-4-1227-7-145-4-1222-3-26-0-015-6-06-0-09-6-0 0-1-12 Scale = 1:56.6 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(TL)-0.39 12-13 >906 240 TCDL 10.0 RepStress Incr YES WB 0.83 Horiz(TL)0.07 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:155 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W5:2x4SPF No.2 BRACINGTOP 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: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(LC40),18=1167(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-19=-1092/175,2-19=-978/178,2-20=-1124/258,20-21=-996/262,21-22=-990/262,3-22=-936/287,3-23=-941/289,23-24=-993/265,24-25=-1019/263,4-25=-1236/254,4-5=-2561/401,5-26=-2247/344,6-26=-2247/344,6-27=-2247/344, 7-27=-2247/344,7-8=-981/172,1-18=-1140/175,8-10=-1340/234 BOT CHORD 17-18=-293/306,16-17=-164/855,15-16=-188/1850,14-15=-188/1850,13-14=-294/2543,12-13=-296/2541, 11-12=-62/742 WEBS 3-16=-233/1060,5-12=-847/98,6-12=-639/181,7-12=-227/1773,7-11=-540/99,8-11=-69/959,4-16=-1475/404, 5-14=-2025/254,1-17=-87/813,4-14=-184/1927 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2)9-6-0 to12-6-0, Interior(1)12-6-0 to27-6-2,Exterior(2)27-6-2 to30-5-12 zone;cantilever leftandright exposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding141 lbupliftatjoint18and211lbupliftat joint10. 9)This truss is designed inaccordance with the2012 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 ClayLot15 T16 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:50 Page: 1 ID:Mh8V6lxPG48Cu0?WrVFuwcy7NlJ-4lnbJxzuZq1hyi0RXX1f9m23ymMD_hgYr3P_HLy7MIJ DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 =3x10 4x4 =3x5 1.5x4 5x12 1.5x4 =4x10 =5x6 =3x4 3x6 1.5x4 15 14 13 12 11 10 9 8 1 723 521 22 64162 17 20 19 18 3 T3 B1 B2 3-6-03-6-0 5-3-021-1-2 5-3-026-4-2 3-1-1529-6-06-0-09-6-0 6-4-115-10-2 3-0-329-6-03-6-03-6-0 5-4-1221-1-2 5-4-1226-5-146-0-09-6-0 6-2-515-8-6 0-1-12 Scale = 1:55.6 Plate Offsets(X,Y):[4:0-6-0,0-2-4], [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 0.85 Vert(LL)-0.10 10-11 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.57 Vert(TL)-0.25 11-13 >999 240 TCDL 10.0 RepStress Incr YES WB 0.59 Horiz(TL)0.06 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:151 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W5,W6:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(3-8-12max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-13 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring 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=-301(LC14) Max Uplift8=-185(LC17),15=-140(LC17) Max Grav8=1272(LC39),15=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1093/177,2-16=-980/180,2-17=-1124/258,17-18=-994/261,3-18=-910/286,3-19=-932/281,19-20=-990/255, 4-20=-1201/253,4-21=-1843/311,5-21=-1844/311,5-22=-1844/311,6-22=-1843/311,6-23=-1114/189,7-23=-1169/167,1-15=-1142/177,7-8=-1253/197 BOT CHORD 14-15=-283/286,13-14=-189/841,12-13=-272/1977,11-12=-272/1977,10-11=-274/1974,9-10=-103/838 WEBS 4-10=-602/96,5-10=-632/191,6-10=-160/1317,6-9=-333/94,7-9=-78/922,1-14=-86/811,3-13=-217/1074, 4-13=-1654/388 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2)9-6-0 to12-6-0, Interior(1)12-6-0 to26-4-2,Exterior(2)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:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan0.500/12 inaccordance with 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 the2012 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 ClayLot15 T17 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:50 Page: 1 ID:4QKYwcgguqqYiOAEwprBuUy7NkM-4lnbJxzuZq1hyi0RXX1f9m20cmOC_kOYr3P_HLy7MIJ DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 4x4 =3x8 =3x4 1.5x4 4x12 1.5x4 =4x8 =5x6 =3x4 3x8 1.5x4 15 14 13 12 11 10 9 8 1 7 2625 24162 521 22 23 64 17 20 19 18 3 T3 B1 B2 3-6-03-6-0 5-3-019-11-2 5-3-025-2-25-2-114-8-2 4-3-1529-6-06-0-09-6-0 3-6-23-6-2 4-2-329-6-05-0-514-6-6 5-4-1225-3-145-4-1219-11-25-11-149-6-0 0-1-12 Scale = 1:55.6 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 0.68 Vert(LL)-0.08 10-11 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(TL)-0.20 10-11 >999 240 TCDL 10.0 RepStress Incr YES WB 0.52 Horiz(TL)0.05 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:158 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W4,W5,W6:2x4SPFNo.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-7-9ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-0-10max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-13 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring 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(LC15) Max Uplift8=-185(LC17),15=-140(LC17) Max Grav8=1241(LC39),15=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1096/180,2-16=-982/183,2-17=-1123/263,17-18=-989/267,3-18=-899/291,3-19=-952/301,19-20=-996/278, 4-20=-1113/276,4-21=-1584/297,5-21=-1584/297,5-22=-1584/297,22-23=-1584/297,6-23=-1583/297,6-24=-1165/210,24-25=-1209/192,25-26=-1211/188,7-26=-1242/185,1-15=-1143/180,7-8=-1206/204 BOT CHORD 14-15=-284/287,13-14=-201/843,12-13=-196/1601,11-12=-196/1601,10-11=-198/1598,9-10=-89/868 WEBS 4-10=-363/83,5-10=-637/191,6-10=-129/1047,7-9=-79/895,1-14=-91/816,3-13=-251/1144,4-13=-1408/345 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2)9-6-0 to12-6-0, Interior(1)12-6-0 to25-2-2,Exterior(2)25-2-2 to28-2-2, Interior(1)28-2-2 to29-4-4zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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 the2012 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 ClayLot15 T18 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:51 Page: 1 ID:VQlXfxZX9lUPQM5D3aenDNy7Nhw-ZxLzWHzWK89Yasbe4FYuh_bD09lBjCnh3j8Ypny7MII DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 4x4 =4x8 1.5x4 4x12 =3x4 1.5x4 =4x8 =5x6 =3x4 6x6 2x4 15 14 13 12 11 10 9 8 71 252423162 520 21 22 64 17 19 18 3 T3 B1 B2 3-6-03-6-0 5-3-024-0-25-3-018-9-24-0-113-6-26-0-09-6-0 5-5-1529-6-0 3-6-23-6-2 3-10-513-4-6 5-4-329-6-05-4-1224-1-145-4-1218-9-25-11-149-6-0 0-1-12 Scale = 1:55.6 Plate Offsets(X,Y):[6:0-3-9,0-2-8], [7:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.69 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(TL)-0.18 10-12 >999 240 TCDL 10.0 RepStress Incr YES WB 0.61 Horiz(TL)0.04 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:166 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W4,W5,W6:2x4SPFNo.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-5-10ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-4-2max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-10,4-13 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring 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(LC39),15=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1097/188,2-16=-983/191,2-17=-1122/269,3-17=-986/297,3-18=-973/318,18-19=-995/299,4-19=-1074/293, 4-20=-1392/290,5-20=-1392/289,5-21=-1392/289,21-22=-1392/289,6-22=-1391/290,6-23=-1205/221,23-24=-1211/198,24-25=-1217/198,7-25=-1267/195,1-15=-1144/182,7-8=-1162/210 BOT CHORD 14-15=-279/275,13-14=-208/839,12-13=-146/1335,11-12=-147/1333,10-11=-147/1333,9-10=-73/869 WEBS 5-10=-637/190,6-10=-138/852,7-9=-89/857,1-14=-92/819,3-13=-284/1216,4-13=-1303/330 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2)9-6-0 to12-6-0, Interior(1)12-6-0 to24-0-2,Exterior(2)24-0-2 to27-0-2, Interior(1)27-0-2 to29-4-4zone; cantileverrightexposed ; end verticalrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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 tobearingplatecapableofwithstanding141 lbupliftatjoint15and185lbupliftat joint8. 9)This truss is designed inaccordance with the2012 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 ClayLot15 T19 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:51 Page: 1 ID:sf4rHTqK_WFI3lnSLC1x60y7Nha-ZxLzWHzWK89Yasbe4FYuh_bDv9mDjBNh3j8Ypny7MII DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 =4x8 4x4 1.5x4 4x12 =3x4 1.5x4 =4x8 =5x6 =3x4 3x5 =3x4 1.5x4 16 15 14 13 12 11 10 9 1 8 267 251722423 18 520 21 22 64 19 3 T3 B1 B2 2-0-029-6-02-10-112-4-23-6-03-6-0 5-3-017-7-2 5-3-022-10-2 4-7-1527-6-06-0-09-6-0 2-8-512-2-63-6-03-6-0 5-4-1222-11-145-4-1217-7-26-0-09-6-0 6-6-329-6-0 0-1-12 Scale = 1:55.6 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(TL)-0.17 11-13 >999 240 TCDL 10.0 RepStress Incr YES WB 0.71 Horiz(TL)0.04 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:177 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W2,W11,W12:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-8-13ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-7-7max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-11,4-14 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring 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(LC14) Max Uplift9=-185(LC17),16=-140(LC17) Max Grav9=1221(LC40),16=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1096/184,2-17=-982/187,2-18=-1123/271,3-18=-987/298,3-19=-977/340,4-19=-1045/324,4-20=-1238/293, 5-20=-1239/293,5-21=-1239/293,21-22=-1238/293,6-22=-1238/293,6-23=-1149/268,23-24=-1196/246,24-25=-1201/243,7-25=-1235/233,1-16=-1145/184 BOT CHORD 15-16=-287/288,14-15=-224/843,13-14=-158/1130,12-13=-159/1129,11-12=-159/1129,10-11=-76/853,9-10=-133/652 WEBS 5-11=-639/186,6-11=-147/699,1-15=-97/819,3-14=-316/1292,4-14=-1283/334,7-10=-72/286,7-9=-1274/285 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2)9-6-0 to12-4-2, Interior(1)12-4-2 to22-10-2,Exterior(2)22-10-2 to25-10-2, Interior(1)25-10-2to29-4-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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 tobearingplatecapableofwithstanding140 lbupliftatjoint16and185lbupliftat joint9. 9)This truss is designed inaccordance with the2012 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 ClayLot15 T20 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:52 Page: 1 ID:ZhslJLvHVeXTLMDIStyVhzy7NTH-17vLkd_85SHPC0Aqey37EB8PCZ75Sc1rINu5LEy7MIH DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 =3x10 4x4 1.5x4 4x8 =3x4 1.5x4 =3x8 =5x6 =3x4 3x5 =3x5 1.5x4 16 15 14 13 12 11 10 9 81 7 24172 2322 18 5 2019 21 64 3 T3 B1 B2 1-8-111-2-2 2-6-029-6-03-6-03-6-0 5-3-021-8-25-3-016-5-2 5-3-1527-0-06-0-09-6-0 1-6-611-0-63-6-03-6-0 5-4-1221-9-145-4-1216-5-26-0-09-6-0 7-8-329-6-0 0-1-12 Scale = 1:55.6 Plate Offsets(X,Y):[4:0-6-4,0-2-0], [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 0.44 Vert(TL)-0.24 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.04 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:186 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W2,W11,W12:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-8-9ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-10-12max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-11,5-11,4-14 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring 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(LC12) Max Uplift9=-185(LC17),16=-140(LC17) Max Grav9=1252(LC40),16=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1094/181,2-17=-981/184,2-18=-1124/266,3-18=-1028/294,3-4=-1064/350,4-19=-1109/296,5-19=-1109/296, 5-20=-1109/296,20-21=-1109/296,6-21=-1109/296,6-22=-1156/281,22-23=-1161/259,23-24=-1163/256,7-24=-1211/241,1-16=-1143/180 BOT CHORD 15-16=-287/288,14-15=-236/841,13-14=-165/962,12-13=-165/961,11-12=-165/961,10-11=-76/826,9-10=-140/721 WEBS 4-11=-106/295,5-11=-639/185,6-11=-162/565,3-14=-337/1369,1-15=-93/816,7-9=-1298/291,4-14=-1298/343 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2)9-6-0 to11-2-2, Interior(1)11-2-2 to21-8-2,Exterior(2)21-8-2 to24-8-2, Interior(1)24-8-2 to29-4-4zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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 tobearingplatecapableofwithstanding140 lbupliftatjoint16and185lbupliftat joint9. 9)This truss is designed inaccordance with the2012 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 ClayLot15 T21 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:52 Page: 1 ID:mEnlkPu8t1CB0Zmq3JuzLZy7NQj-17vLkd_85SHPC0Aqey37EB8PEZ6jSdDrINu5LEy7MIH DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 1.5x4 3x6 =3x4 3x6 4x4 =3x8 =5x6 =3x4 1.5x4 =3x8 =5x6 =3x4 3x6 =3x4 3x6 1.5x4 14 16 15 13 12 11 10 9 1 8 27 17 2627 25 241823 5 2120 2219 64 3 T3 B1 B2 0-6-1 10-0-2 3-6-03-6-0 5-3-020-6-25-3-015-3-2 3-6-029-6-05-5-1526-0-06-0-09-6-0 3-6-029-6-03-6-03-6-0 5-4-326-0-05-4-1220-7-145-4-1215-3-26-4-69-10-6 0-1-12 Scale = 1:55.6 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 0.32 Vert(TL)-0.14 12-14 >999 240 TCDL 10.0 RepStress Incr YES WB 0.60 Horiz(TL)0.04 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:187 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W10,W1,W3,W2:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-9-6ocpurlins, 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 crossbracingbeinstalledduring 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(LC12) Max Uplift9=-185(LC17),16=-140(LC17) Max Grav9=1255(LC40),16=1168(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1108/183,2-17=-980/186,2-18=-1127/259,3-18=-1015/287,3-4=-962/269,4-19=-996/300,19-20=-996/300, 5-20=-997/300,5-21=-997/300,21-22=-996/300,6-22=-996/300,6-23=-1102/309,23-24=-1107/286,24-25=-1110/283,7-25=-1161/267,7-26=-1000/201,26-27=-1001/198,8-27=-1174/177,1-16=-1143/177,8-9=-1226/198 BOT CHORD 15-16=-286/288,14-15=-249/838,13-14=-170/817,12-13=-170/817,11-12=-79/787,10-11=-109/801 WEBS 4-14=-1170/314,4-12=-122/394,5-12=-655/184,6-12=-166/460,6-11=-64/292,7-11=-269/191,1-15=-89/809, 7-10=-263/102,8-10=-104/860,3-14=-283/1259 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2)9-6-0 to10-0-2, Interior(1)10-0-2 to20-6-2,Exterior(2)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:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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 tobearingplatecapableofwithstanding140 lbupliftatjoint16and185lbupliftat joint9. 9)This truss is designed inaccordance with the2012 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 ClayLot15 T22 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:53 Page: 1 ID:JPrVM8vr5rnH5TBz_yPflGy7NPP-17vLkd_85SHPC0Aqey37EB8PsZ7VSeprINu5LEy7MIH DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x5 3x6 =3x4 =5x6 =3x4 =3x8 1.5x4 =5x6 =3x4 3x6 =3x5 3x6 1.5x4 15 14 13 12 11 10 9 8 71 16 25 17 2426 18 23 4202119 223 5 T2 B1 B2 4-7-114-9-0 4-7-119-4-23-6-03-6-0 3-6-029-6-06-7-1510-1-15 6-7-1526-0-0 3-6-03-6-0 3-6-029-6-04-8-1314-9-0 4-8-1319-5-146-6-310-0-3 6-6-326-0-0 0-1-12 Scale = 1:57.6 Plate Offsets(X,Y):[3:0-3-9,0-2-8], [5:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)-0.05 9-10 >999 360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(TL)-0.13 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.47 Horiz(TL)0.04 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:182 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(5-11-8max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 4-11 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring 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(LC15) Max Uplift8=-97(LC17),15=-97(LC16) Max Grav8=1366(LC38),15=1366(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1313/177,16-17=-1157/193,2-17=-1156/196,2-18=-1318/275,3-18=-1057/311,3-19=-844/311,19-20=-844/311, 4-20=-844/311,4-21=-844/311,21-22=-844/311,5-22=-844/311,5-23=-1057/311,6-23=-1318/275,6-24=-1156/196,24-25=-1157/193,7-25=-1313/178,1-15=-1345/191,7-8=-1345/191 BOT CHORD 14-15=-304/300,13-14=-257/950,12-13=-162/748,11-12=-162/748,10-11=-72/748,9-10=-120/932 WEBS 2-14=-312/118,2-13=-305/250,3-13=-77/303,3-11=-175/331,5-11=-175/331,5-10=-77/303,6-10=-305/250, 6-9=-312/118,1-14=-115/1034,7-9=-115/1034,4-11=-538/151 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to10-1-15,Exterior(2)10-1-15 to14-4-13, Interior(1)14-4-13 to19-4-2,Exterior(2)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:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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 tobearingplatecapableofwithstanding97 lbupliftat joint15and97 lbupliftat joint8. 9)This truss is designed inaccordance with the2012 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 ClayLot15 T23 1 11904672-12T Hip Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:53 Page: 1 ID:VPiffbTNTn9qhS7ybFk90hy7NNN-VKSkxz?nslPGpAl0CfaMnPgVGzSTB7__X1detgy7MIG DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4 12 2x4 5x6 3x4 =6x8 3x5 =4x4 =3x8 3x5 =6x8 3x4 5x6 2x4 612 711 1 51098 25 28 2 4 26 27 3 B2 3-2-4 13-0-4 3-2-4 9-10-0 6-7-12 6-7-12 6-7-12 19-8-0 0-6-0 0-6-0 0-6-0 19-8-0 2-8-0 6-6-0 2-8-0 15-10-0 3-4-0 13-2-0 3-4-0 9-10-0 3-4-0 19-2-0 3-4-0 3-10-0 Scale = 1:43 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(TL)-0.35 8-9 >667 240 TCDL 10.0 RepStress Incr YES WB 0.44 Horiz(TL)0.24 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:98 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-10-14ocpurlins, 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=-1318/223,2-26=-1007/180,3-26=-979/196,3-27=-979/196,4-27=-1007/181,4-28=-1318/186, 5-28=-1419/164,1-12=-877/191,5-6=-877/161 BOT CHORD 11-12=-182/276,10-11=-206/1192,9-10=-202/1164,8-9=-81/1131,7-8=-77/1149 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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-10-0,Exterior(2)9-10-0 to13-0-4, Interior(1)13-0-4 to19-6-4 zone;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:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 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 ClayLot15 T24GE 1 11904672-12T RoofSpecialStructuralGable Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:53 Page: 1 ID:WJOedHv1SL9yTkjq3lN3Kny7NLW-VKSkxz?nslPGpAl0CfaMnPgbEzJ1B8R_X1detgy7MIG DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4 12 1.5x4 3x5 =6x6 =5x12 1.5x4 4x6 1.5x4 =5x12 =6x6 3x5 1.5x4 11 8 10 9 1 762 3 5 1312 4 T1 T1B2 0-1-3 2-0-0 1-10-13 1-10-13 2-0-0 19-8-0 3-2-4 13-0-4 3-2-4 9-10-0 4-7-12 17-8-0 4-7-12 6-7-12 0-6-0 19-8-0 0-6-0 0-6-0 6-0-0 19-2-0 6-0-0 6-6-0 6-8-0 13-2-0 0-1-12 Scale = 1:44 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(TL)-0.26 9-10 >894 240 TCDL 10.0 RepStress Incr YES WB 0.44 Horiz(TL)0.15 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:88 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 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 withStabilizerInstallationguide. REACTIONS (lb/size)8=704/0-6-0,(min.0-1-8),11=704/Mechanical,(min.0-1-8) Max Horiz11=120(LC15) Max Uplift8=-101(LC17),11=-101(LC16) Max Grav8=956(LC40),11=956(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1992/222,3-12=-1990/334,4-12=-1902/352,4-13=-1902/291,5-13=-1990/274,5-6=-1992/194 BOT CHORD 10-11=-272/1117,9-10=-74/1054,8-9=-154/1117 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=-1604/227 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)0-1-12 to2-0-0, Interior(1)2-0-0 to9-10-0,Exterior(2)9-10-0 to13-0-4, Interior(1)13-0-4 to19-6-4 zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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)Bearingat joint(s)8considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding101 lbupliftatjoint8and101 lbupliftat joint11. 10)This truss is designed inaccordance with the2012 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 ClayLot15 T25 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:54 Page: 1 ID:UskpbTabylYM0yGL9krQwty7NJM-zW069J0Pc3X6RKKCmN6bJcDnfNncwbi8mgNCQ6y7MIF DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4 12 2x4 3x5 =6x6 =5x12 1.5x4 4x6 1.5x4 =5x12 =6x6 3x5 2x4 11 8 10 9 1 712191318261714 53 1615 4 T1 T1 B2 0-1-6 4-0-0 2-7-12 6-7-12 2-7-12 15-8-0 3-2-4 13-0-4 3-2-4 9-10-0 3-10-10 3-10-10 4-0-0 19-8-0 0-6-0 0-6-0 0-6-0 19-8-0 6-0-0 19-2-0 6-0-0 6-6-0 6-8-0 13-2-0 0-1-12 Scale = 1:43 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(TL)-0.27 9-10 >853 240 TCDL 10.0 RepStress Incr YES WB 0.96 Horiz(TL)0.16 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:91 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-10ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):1-2,6-7. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)8=724/0-6-0,(min.0-1-8),11=724/Mechanical,(min.0-1-8) Max Horiz11=-90(LC12) Max Uplift8=-104(LC17),11=-104(LC16) Max Grav8=834(LC40),11=834(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-14=-1771/193,3-14=-1730/208,3-15=-1794/289,4-15=-1723/302,4-16=-1723/273,5-16=-1794/260,5-17=-1730/204, 6-17=-1771/189 BOT CHORD 10-11=-276/1398,9-10=-93/986,8-9=-201/1398 WEBS 2-11=-1724/254,3-10=-253/135,4-10=-200/879,4-9=-168/879,5-9=-254/137,6-8=-1724/242 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-10-0,Exterior(2)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)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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)Bearingat joint(s)8considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding104 lbupliftatjoint8and104 lbupliftat joint11. 10)This truss is designed inaccordance with the2012 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 ClayLot15 T26 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:54 Page: 1 ID:J5Cn7mU?XUssuJwZUGAmwUy7NIC-zW069J0Pc3X6RKKCmN6bJcDqfNmkwTd8mgNCQ6y7MIF DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4 12 3x4 =3x8 =5x6 =5x12 4x6 =5x12 =5x6 =3x8 3x4 9 6 8 7 1 519101811171242 1613 1514 3 T1 T1 B2 0-1-11 13-8-0 0-1-11 6-1-11 3-8-5 9-10-0 3-8-5 13-6-5 6-0-0 6-0-0 6-0-0 19-8-0 0-1-11 6-6-0 0-6-0 0-6-0 0-6-0 19-8-0 5-10-5 6-4-5 6-0-0 19-2-0 6-8-0 13-2-0 0-1-12 Scale = 1:43 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(TL)-0.30 7-8 >774 240 TCDL 10.0 RepStress Incr YES WB 0.67 Horiz(TL)0.14 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:90 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-8ocpurlins, exceptend verticals,and2-0-0ocpurlins(2-8-1max.):1-2,4-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)6=744/0-6-0,(min.0-1-8),9=744/Mechanical,(min.0-1-8) Max Horiz9=59(LC15) Max Uplift6=-108(LC17),9=-108(LC16) Max Grav6=835(LC40),9=835(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-782/159,1-10=-1476/209,10-11=-1475/209,11-12=-1475/209,2-12=-1475/209,2-13=-1569/229,13-14=-1495/236, 3-14=-1486/250,3-15=-1486/252,15-16=-1495/238,4-16=-1569/231,4-17=-1475/215,17-18=-1475/215, 18-19=-1475/215,5-19=-1476/214,5-6=-782/162 BOT CHORD 7-8=-111/867 WEBS 1-8=-220/1561,2-8=-1044/271,3-8=-151/804,3-7=-128/804,4-7=-1044/252,5-7=-224/1561 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to9-10-0,Exterior(2)9-10-0 to12-10-0, Interior(1)12-10-0 to19-6-4zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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)Bearingat joint(s)6considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding108 lbupliftatjoint6and108 lbupliftat joint9. 10)This truss is designed inaccordance with the2012 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 ClayLot15 T27 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:54 Page: 1 ID:v3aVdNsSD0mT64oXoHE2h0y7NHj-zW069J0Pc3X6RKKCmN6bJcDhRNngwX78mgNCQ6y7MIF DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 412 2x4 3x6 3x4 =6x6 =5x6 =3x4 =5x6 =4x8 4x6 =4x8 =5x6 =3x4 =5x6 =3x8 2x4 15 914 13 12 11 10 1 3 7 17 18 816246 5 T2 T4 B2 1-0-0 1-0-0 1-4-4 13-0-4 1-4-48-0-0 1-10-011-8-01-10-09-10-05-7-126-7-12 6-7-1219-8-0 0-6-0 19-8-0 0-6-0 0-6-0 0-4-4 0-10-4 1-7-12 13-2-0 1-7-12 8-1-12 3-4-8 11-6-4 5-7-12 6-6-0 6-0-0 19-2-0 0-1-12 Scale =1:53.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.89 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(TL)-0.20 9-10 >999 240 TCDL 10.0 RepStress Incr YES WB 0.57 Horiz(TL)0.10 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:121 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9:2x4SPFNo.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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=764/Mechanical,(min.0-1-8),15=756/Mechanical,(min. 0-1-8) MaxHoriz15=38(LC13) MaxUplift9=-116(LC17),15=-109(LC16) Max Grav9=956(LC42),15=906(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-16=-1134/166,3-16=-1136/166,3-4=-1120/158,4-5=-1272/203,5-6=-1269/199,6-7=-1119/156,7-17=-1164/163, 17-18=-1164/163,8-18=-1164/163,8-9=-899/169,1-15=-870/59 BOTCHORD 12-13=-173/1154,11-12=-127/879,10-11=-169/1186 WEBS 1-14=-73/885,2-14=-900/196,2-13=-158/1172,3-13=-505/121,4-12=-476/80,5-12=-113/637,7-10=-542/153, 8-10=-185/1310,6-11=-450/52,5-11=-93/634 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)16-5-12 to20-4-0, Interior(1)20-4-0 to26-2-0,Exterior(2)26-2-0 to28-0-0, Interior(1)28-0-0 to35-10-4 zone;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 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 withstanding116lbupliftat joint9and109lbupliftat joint15.9)This truss isdesigned inaccordance with the2012International 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 ClayLot15 T28 1 11904672-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:55 Page: 1 ID:bzGIoIVFLVhmkLJNx?7dOVy7ND0-RiaUMf11NNgz3UvPJ4dqsqmsmn9Gf0uH_K6lyZy7MIE DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4 12 1.5x4 3x5 3x4 =6x6 =5x12 1.5x4 =3x4 =5x6 =3x8 =3x8 2x4 711 10 9 8 1 312 4 5 62 T2 T3 B2 3-0-03-0-0 3-7-126-7-12 6-4-813-0-4 6-7-1219-8-0 0-6-0 0-6-0 0-6-0 19-8-0 2-4-42-10-4 3-7-126-6-0 6-0-019-2-06-8-013-2-0 0-1-12 Scale =1:53.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 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(TL)-0.21 8-9 >999 240 TCDL 10.0 RepStress Incr YES WB 0.53 Horiz(TL)0.07 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 crossbracingbeinstalledduring 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(LC34),11=908(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-464/96,2-3=-971/176,3-12=-983/179,4-12=-983/179,4-5=-1024/172,5-6=-1024/172,6-7=-1000/205, 1-11=-884/152 BOTCHORD 9-10=-121/440,8-9=-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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)16-5-12 to23-6-15, Interior(1)23-6-15 to35-10-4zone;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 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 withstanding170 lbupliftatjoint7and105 lbupliftat joint11. 9)This truss isdesigned inaccordance with the2012International 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 ClayLot15 T29 1 11904672-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:55 Page: 1 ID:Fu9OjGtmUW3aPs0HcxAM?Xy7NBE-RiaUMf11NNgz3UvPJ4dqsqmuBn7kf0dH_K6lyZy7MIE DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 3x6 3x4 =6x6 =5x6 =3x4 1.5x4 =5x12 =4x4 2x4 610 9 8 7 1 11 12 3 14 4 15 5132T2 B2 1-7-126-7-12 6-4-813-0-45-0-05-0-0 6-7-1219-8-0 0-6-0 0-6-0 0-6-0 19-8-01-7-126-6-04-4-44-10-4 6-0-019-2-06-8-013-2-0 0-1-12 Scale =1:65.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 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(TL)-0.20 7-8 >999 240 TCDL 10.0 RepStress Incr YES WB 0.49 Horiz(TL)0.05 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 crossbracingbeinstalledduring 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(LC34),10=810(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-11=-630/107,11-12=-596/117,2-12=-587/132,2-13=-727/175,3-13=-728/175,3-14=-813/147,4-14=-813/147, 4-15=-797/142,5-15=-797/142,5-6=-975/208,1-10=-771/156 BOTCHORD 8-9=-162/559,7-8=-176/736 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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)16-5-12 to19-5-12, Interior(1)19-5-12 to21-4-0,Exterior(2)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:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 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 withstanding173 lbupliftatjoint6and67 lbupliftatjoint10. 9)This truss isdesigned inaccordance with the2012International 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 ClayLot15 T30 1 11904672-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:55 Page: 1 ID:FAhpI44QUlCAxTqY60_LB7y7NAz-RiaUMf11NNgz3UvPJ4dqsqmuCn78f1DH_K6lyZy7MIE DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4x6 =5x6 =6x6 1.5x4 =5x12 =3x5 2x4 8 5 7 6 1 9 3 12 411102 T2 B2 0-1-13 7-0-0 6-0-413-0-4 6-7-1219-8-06-10-36-10-3 0-1-3 6-6-0 0-6-0 0-6-0 0-6-0 19-8-0 5-10-136-4-13 6-0-019-2-06-8-013-2-0 0-1-12 Scale = 1:60 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(TL)-0.17 6-7 >999 240 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.04 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:107 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W7,W4,W6:2x4SPF No.2 BRACINGTOP 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 crossbracingbeinstalledduring 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(LC34),8=822(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-670/117,2-9=-623/141,2-10=-646/132,10-11=-646/132,3-11=-649/132,3-12=-632/127,4-12=-632/127,4-5=-937/217,1-8=-770/154 BOT CHORD 6-7=-175/550 WEBS 1-7=-34/591,3-6=-669/224,4-6=-189/930 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)16-5-12 to19-5-12, Interior(1)19-5-12 to23-4-0,Exterior(2)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:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with 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 tobearingplatecapableofwithstanding175 lbupliftatjoint5and32 lbupliftat joint8. 9)This truss is designed inaccordance with the2012 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 ClayLot15 T31 1 11904672-12T HalfHip Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:56 Page: 1 ID:he2xuoZylEZsaD9?FdAy8ry7N93-vv8sZ_1f8goqgdUbto83O1I?5AU1OR9RD_sJU?y7MID DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 MT18HS3x10 =8x8 =8x10 =10x12 =4x6 =8x8 3x5 =8x8 =6x6 =8x8 =5x6 =10x12 1.5x4 =8x8 MT18HS3x10 15 17 14 1813 1912 20 11 21 1022 23 9 24 25 8 1 2 3 5 6 7164 T1 T3 B1 B2 2-0-0 2-0-0 3-4-15 12-4-15 3-6-11 15-11-9 3-6-0 5-6-0 3-6-0 9-0-0 3-8-7 19-8-0 2-1-122-1-12 3-4-45-6-0 3-4-48-10-4 3-6-1115-11-93-6-1112-4-15 3-8-719-8-0 0-1-12 0-1-12 Scale =1:54 Plate Offsets(X,Y):[1:0-3-8,0-2-12], [2:0-3-0,Edge], [7:0-3-8,0-3-4], [8:0-5-0,0-2-4], [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] 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(TL)-0.22 10-11 >999 240 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.94 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 sheathingdirectlyappliedor5-10-8ocpurlins, 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(LC34),15=7731(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-15=-6831/666,1-2=-2167/207,2-3=-4233/427,3-4=-4183/470,4-16=-3409/384,5-16=-3412/384,5-6=-2216/246, 6-7=-2216/246,7-8=-6563/756 BOTCHORD 14-18=-362/2047,13-18=-362/2047,13-19=-362/2047,12-19=-362/2047,12-20=-485/3589,11-20=-485/3589,11-21=-430/3567,10-21=-430/3567,10-22=-383/3409,22-23=-383/3409,9-23=-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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=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:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 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 the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot15 T32 1 21904672-12T RoofSpecialGirder JobReference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.ThuDec1916:38:56 Page: 1 ID:sZoNv?Jr9HN30luwufHVfwy7N85-vv8sZ_1f8goqgdUbto83O1I4sAPbONURD_sJU?y7MID Continuedonpage 2 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 lbdownand148 lbupat0-11-4,1403lbdownand151 lbupat 2-11-4,1403 lbdownand151 lbupat4-11-4,1403 lbdownand151 lbupat6-11-4,1403lbdownand151 lbupat8-11-4,1403 lbdownand151 lbupat10-11-4,1403lb downand151 lbupat12-11-4,1403lbdownand151 lbupat14-11-4,and1403 lbdownand151lbupat16-11-4,and1408lbdownand146 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(B),17=-1406(B),18=-1403(B),19=-1403(B),20=-1403(B),21=-1403(B),22=-1403(B),23=-1403(B),24=-1403(B),25=-1408(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 T32 1 21904672-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.Thu Dec1916:38:56 Page: 2 ID:sZoNv?Jr9HN30luwufHVfwy7N85-vv8sZ_1f8goqgdUbto83O1I4sAPbONURD_sJU?y7MID DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 1.5x4 1.5x4 1.5x4 1 5 4 8 9 2 10 3 B1 8-7-9 8-7-9 0-0-4 Scale = 1:35.3 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 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide.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=124(LC29),5=449(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-8=-252/219 BOT CHORD 1-5=-126/271 WEBS 2-5=-319/194 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)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:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V01 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:57 Page: 1 ID:5Oup6sI0J?t8Je_jdCSWTcy7hUr-N5iEnK2Hv_whIn3nRVfIxFrKtat771EaSebs0Ry7MIC DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4x4 1.5x4 1.5x4 1 3 6 7 2 B1 5-2-6 5-2-6 0-0-4 Scale = 1:29.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 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 IRC2012/TPI2007 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 sheathingdirectlyappliedor5-2-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. 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=202(LC2),3=219(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-6=-314/96 BOT CHORD 1-3=-155/335 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)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 for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 tobearingplatecapableofwithstanding59 lbupliftat joint3and26 lbupliftat joint1. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V02 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:57 Page: 1 ID:1n0ZXXJGrc8sZy75kdV_Z1y7hUp-N5iEnK2Hv_whIn3nRVfIxFrLVar672MaSebs0Ry7MIC DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 1.5x4 1.5x4 1 3 6 7 2 B1 4-6-3 4-6-3 0-0-4 Scale = 1:27.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 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 IRC2012/TPI2007 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 withStabilizerInstallationguide. 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=175(LC2),3=189(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-6=-266/82 BOT CHORD 1-3=-138/283 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2)0-0-7 to3-0-7, Interior(1)3-0-7 to4-4-14 zone;cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V03 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:57 Page: 1 ID:NkpSaFNPg9m9fj03XA49G5y7hUk-N5iEnK2Hv_whIn3nRVfIxFrMsasF72MaSebs0Ry7MIC DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 1.5x4 1.5x4 1.5x4 1 5 4 8 9 2 10 3 B1 7-11-5 7-11-5 0-0-4 Scale = 1:34.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 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 0.06 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide.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=132(LC29),5=409(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-5=-296/182 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-0-7 to3-0-7, Interior(1)3-0-7 to7-10-0 zone;cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V04 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:57 Page: 1 ID:oJVbDGPHz38kWBkeCIestjy7hUh-N5iEnK2Hv_whIn3nRVfIxFrLnaup71MaSebs0Ry7MIC DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 11 10 9 8 7 2 3 4 14 5 6 B1 11-1-14 11-1-14 0-0-4 Scale = 1:39.9 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 0.08 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 withStabilizerInstallationguide.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=-255/223 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-0-7to3-2-5,Exterior(2)3-2-5 to11-0-9 zone; cantilever leftexposed ; endvertical leftexposed;C-C formembersand forces&MWFRSforreactions 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 consultqualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V05 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:57 Page: 1 ID:KrPnR6B_CYtHMQMA9WJe9wy7hUz-N5iEnK2Hv_whIn3nRVfIxFrOqauM719aSebs0Ry7MIC DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 3x4 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 3x4 1 7 10 9 8 2 6 415 163 5 T2 B1 0-3-7 13-9-13 3-2-6 13-6-6 3-5-13 3-5-13 6-10-3 10-4-0 13-9-13 0-0-4 0-1-12 Scale = 1:30.9 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 IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:42 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings13-9-13. (lb)-Max Horiz1=84(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,7,8,9,10 Max GravAllreactions250(lb)or lessat joint(s)1,7except8=385(LC 38),9=504(LC37),10=385(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-9=-425/145,2-10=-275/129,6-8=-274/129 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-0-4to2-11-2,Exterior(2)2-11-2 to3-6-1,Corner(3)3-6-1 to6-6-1,Exterior(2)6-6-1 to10-4-4, Corner(3)10-4-4 to13-1-14,Exterior(2)13-1-14 to13-10-1zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7,9,10,8. 11)This truss is designed inaccordance with the2012 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 ClayLot15 V06 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:57 Page: 1 ID:KTaLr?QzBtjpb59n7x8ZHRy7hTN-N5iEnK2Hv_whIn3nRVfIxFrL1auv71VaSebs0Ry7MIC DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 3x4 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 3x4 1 7 10 9 8 2 6 415 163 5 T2 B1 0-3-7 11-5-13 4-6-3 8-0-0 3-2-6 11-2-6 3-5-13 3-5-13 11-5-13 0-0-4 0-1-12 Scale = 1:30.9 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 IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:34 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings11-5-13. (lb)-Max Horiz1=84(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,7,9except8=-105(LC 17),10=-112(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=319(LC 48),9=377(LC37),10=327(LC46) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-9=-294/132 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Corner(3)0-0-4to3-0-4,Exterior(2)3-0-4 to3-6-1, Corner(3)3-6-1 to6-6-1,Exterior(2)6-6-1 to8-0-4, Corner(3)8-0-4 to10-9-14,Exterior(2)10-9-14 to11-6-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7,9except(jt=lb)10=112,8=105. 11)This truss is designed inaccordance with the2012 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 ClayLot15 V07 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:58 Page: 1 ID:pxg9d9eGxP_FlsYFBjTn0Ey7hT5-rHGd_g3vgI2Ywxe_?DAXTSOZv_EIsUJjgILPZty7MIB DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 3x8 =3x4 1.5x4 1.5x4 =3x4 3x8 1 5 6 11 12 32 4 T2 B1 0-3-7 9-1-13 2-2-3 5-8-0 3-2-6 8-10-6 3-5-13 3-5-13 9-1-13 0-0-4 0-1-12 Scale = 1:30.9 Plate Offsets(X,Y):[1:0-5-13,Edge], [2:0-2-3,0-1-8],[4:0-2-3,0-1-8], [5:0-2-9,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 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.35 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 IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:26 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):2-4. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring 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(LC38),5=260(LC38),6=441(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-11=-292/48 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-0-4to3-0-4,Exterior(2)3-0-4 to3-6-1, Corner(3)3-6-1 to8-5-14,Exterior(2)8-5-14 to9-2-1zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 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 the2012 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 ClayLot15 V08 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:58 Page: 1 ID:OdWRZxp2ejlGR?cx?gj3aBy7hSt-rHGd_g3vgI2Ywxe_?DAXTSOXX_ATsUYjgILPZty7MIB DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 2x4 =4x4 1.5x4 2x4 1 3 4 9 10 2 B1 0-3-7 6-9-13 3-1-8 6-6-6 3-4-14 3-4-14 6-9-13 0-0-4 Scale = 1:30.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.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(LC12) Max Uplift4=-110(LC16) Max Grav1=70(LC33),3=70(LC34),4=447(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-312/149 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-0-4 to3-0-4, Interior(1)3-0-4 to3-5-2,Exterior(2)3-5-2 to6-1-14, Interior(1)6-1-14 to6-10-1 zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V09 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:58 Page: 1 ID:lbJKcetBTFOZXnUuoDJEHEy7hSo-rHGd_g3vgI2Ywxe_?DAXTSOZ__EysUHjgILPZty7MIB DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 12 2x4 =4x4 1.5x4 2x4 1 3 4 2 B1 0-3-7 4-5-13 1-11-8 4-2-6 2-2-14 2-2-14 4-5-13 0-0-4 Scale = 1:27.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.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=61(LC33),3=61(LC34),4=254(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V10 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:38:58 Page: 1 ID:9A?TEgv3mAm8OEDTTLsxvty7hSl-rHGd_g3vgI2Ywxe_?DAXTSOaE_F3sV3jgILPZty7MIB DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =5x6 3x4 917 16 15 14 13 12 11 10 824 23 1 202 3 4 5 6 21 22 7 T1 T2 B1 B2 0-5-15 26-2-1 6-4-2 25-8-2 19-4-0 19-4-0 26-2-1 0-1-12 Scale =1:45.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)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)0.01 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings26-2-1. (lb)-MaxHoriz17=-145(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)9,11,12,13,15,16,17 except10=-117(LC17) Max GravAllreactions250(lb)or lessat joint(s)9,17except10=453(LC 35),11=313(LC35),12=464(LC34),13=436(LC34),15=445 (LC34),16=439(LC34) 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=-380/168 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to19-4-0,Exterior(2)19-4-0 to22-4-0, Interior(1)22-4-0 to26-2-1 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 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)17,9,11,12,13,15,16except(jt=lb)10=116. 10)This truss isdesigned inaccordance with the2012International 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 ClayLot15 V11 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:58 Page: 1 ID:tM7gvvE?PTAI7OnfYWrGVZy7hSK-rHGd_g3vgI2Ywxe_?DAXTSOWi_ESsUejgILPZty7MIB DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =5x6 3x4 917 16 15 14 13 12 11 10 824 23 1 2 20 3 4 5 6 21 22 7 T1 T2 B1 B2 0-5-15 24-2-1 6-4-2 23-8-2 17-4-0 17-4-0 24-2-1 0-1-12 Scale =1:42.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)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 IRC2012/TPI2007 Matrix-MSH 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings24-2-1. (lb)-MaxHoriz17=-145(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)9,11,12,13,15,16,17 except10=-117(LC17) Max GravAllreactions250(lb)or lessat joint(s)9,17except10=452(LC 35),11=315(LC35),12=465(LC34),13=433(LC34),15=458 (LC34),16=366(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 6-12=-385/128,4-13=-353/113,3-15=-375/120,2-16=-298/100,8-10=-380/168 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to17-4-0,Exterior(2)17-4-0 to20-4-0, Interior(1)20-4-0 to24-2-1 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 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)17,9,11,12,13,15,16except(jt=lb)10=116. 10)This truss isdesigned inaccordance with the2012International 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 ClayLot15 V12 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:59 Page: 1 ID:evciaeL0WwAA5cOC0B_8qFy7hSC-KUq?C04XRbAPX5CAYwhm0gwhSOZhbwutvy4z5Ky7MIA DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =5x6 3x4 714 13 12 11 10 9 8 6222120 1 172 3 4 18 19 5 T1 B1 B2 0-5-15 22-2-1 6-4-2 21-8-2 15-4-0 15-4-0 22-2-1 0-1-12 Scale =1:39.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)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 IRC2012/TPI2007 Matrix-MSH 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings22-2-1. (lb)-MaxHoriz14=-145(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)7,9,10,11,13,14except 8=-117(LC17) Max GravAllreactions250(lb)or lessat joint(s)7,14except8=453(LC 35),9=313(LC35),10=464(LC34),11=438(LC34),13=441 (LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-10=-384/127,3-11=-357/114,2-13=-362/118,6-8=-380/168 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to15-4-0,Exterior(2)15-4-0 to18-4-0, Interior(1)18-4-0 to22-2-1 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 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)14,7,9,10,11,13except(jt=lb)8=116. 10)This truss isdesigned inaccordance with the2012International 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 ClayLot15 V13 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:59 Page: 1 ID:LqDUh3SHA?RlI997cIAUEMy7hS2-KUq?C04XRbAPX5CAYwhm0gwhSOZhbwvtvy4z5Ky7MIA DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =5x6 3x4 714 13 12 11 10 9 8 621 20 1 2 17 3 4 18 19 5 T1 B1 B2 0-5-15 20-2-1 6-4-2 19-8-2 13-4-0 13-4-0 20-2-1 0-1-12 Scale =1:36.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)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 IRC2012/TPI2007 Matrix-MSH 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings20-2-1. (lb)-MaxHoriz14=-145(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)7,9,10,11,13,14except 8=-117(LC17) Max GravAllreactions250(lb)or lessat joint(s)7,14except8=452(LC 35),9=315(LC35),10=460(LC34),11=451(LC34),13=369 (LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-10=-381/126,3-11=-368/118,2-13=-301/101,6-8=-380/168 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to13-4-0,Exterior(2)13-4-0 to16-4-0, Interior(1)16-4-0 to20-2-1 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 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)14,7,9,10,11,13except(jt=lb)8=116. 10)This truss isdesigned inaccordance with the2012International 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 ClayLot15 V14 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:38:59 Page: 1 ID:eA879SYgW8JldECTWGo70qy7hRx-KUq?C04XRbAPX5CAYwhm0gwhSOZhbwvtvy4z5Ky7MIA DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =5x6 3x4 612 11 10 9 8 7 520 1918 1 152 3 16 17 4 T1 B1 B2 0-5-15 18-2-1 6-4-2 17-8-2 11-4-0 11-4-0 18-2-1 0-1-12 Scale =1:33.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)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 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH 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 crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings18-2-1. (lb)-MaxHoriz12=-145(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)6,8,9,11,12except7=-117 (LC17) Max GravAllreactions250(lb)or lessat joint(s)6,12except7=453(LC 35),8=313(LC35),9=466(LC34),11=434(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-9=-385/129,2-11=-354/116,5-7=-380/168 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to11-4-0,Exterior(2)11-4-0 to14-4-0, Interior(1)14-4-0 to18-2-1 zone; cantileverleftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 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)12,6,8,9,11except(jt=lb)7=116. 10)This truss isdesigned inaccordance with the2012International 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 ClayLot15 V15 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:39:00 Page: 1 ID:TKVOPVcR6_4vL9fdtXvXF5y7hRr-ogONPM4ACvIG9FnM6eC?ZtTsBovwKN808cqWdmy7MI9 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x4 =3x4 =3x4 3x4 1 12 20 19 18 1716 15 14 13 112 4 25 5 6 7 8 26 9 103 T2 T3 B1 B2 0-5-15 31-8-2 6-4-231-2-36-10-16-10-1 18-0-024-10-1 31-8-2 0-0-4 0-1-12 Scale =1:53.9 Plate Offsets(X,Y):[3:0-2-0,Edge], [10:0-2-0,Edge],[11:0-0-0,Edge], [17:0-2-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.18 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 IRC2012/TPI2007 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, except2-0-0ocpurlins(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(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,12,14,15,16,18,19 except13=-116(LC17),20=-121(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,12except13=490(LC 38),14=385(LC37),15=454(LC37),16=436(LC37),18=454 (LC37),19=385(LC37),20=490(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-278/84 BOTCHORD 1-20=-55/252 WEBS 6-16=-356/117,5-18=-373/128,4-19=-307/108,2-20=-365/152,7-15=-373/125,9-14=-307/96,11-13=-365/148 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-7 to3-2-7,Exterior(2)3-2-7 to6-10-8, Corner(3)6-10-8 to10-0-8,Exterior(2)10-0-8 to24-10-8,Corner(3)24-10-8 to27-10-8,Exterior(2)27-10-8 to 31-8-9 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with 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)1,12,16,18,19,15,14except(jt=lb)20=120,13=116. 10)This truss isdesigned inaccordance with the2012International 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 ClayLot15 V16 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:39:00 Page: 1 ID:I0wWpB5XhH6E9IjJDwdwtXy7hRD-ogONPM4ACvIG9FnM6eC?ZtTtgouaKNC08cqWdmy7MI9 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4x4 =3x4 =3x4 =3x4 4x4 1 9 15 14 13 12 11 10 2320 82 4 5 6 2221 73 T2 B1 B2 0-5-15 27-8-2 0-5-15 0-5-15 6-4-2 6-10-1 6-4-2 27-2-3 14-0-0 20-10-1 27-8-2 0-0-4 0-1-12 Scale =1:47.9 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 IRC2012/TPI2007 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, except2-0-0ocpurlins(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 38),11=423(LC37),12=451(LC37),14=423(LC37),15=732 (LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-130/484,2-3=-31/251,3-21=-20/304,4-21=-20/303,4-5=-21/304,5-6=-21/304,6-22=-20/303,7-22=-20/304, 7-8=-34/255,8-9=-111/484 BOTCHORD 1-15=-310/163,14-15=-310/156,13-14=-310/156,12-13=-310/156,11-12=-310/156,10-11=-310/156,9-10=-310/156 WEBS 5-12=-362/125,4-14=-360/119,2-15=-566/182,6-11=-360/122,8-10=-566/181 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-7 to3-0-7,Exterior(2)3-0-7 to6-10-8, Corner(3)6-10-8 to9-10-8,Exterior(2)9-10-8 to20-10-8,Corner(3)20-10-8 to23-10-8,Exterior(2)23-10-8 to27-8-9 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:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 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 the2012International 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 ClayLot15 V17 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:39:00 Page: 1 ID:A3hSDMMikklFAXpLxrVrEzy7hQu-ogONPM4ACvIG9FnM6eC?ZtTpSor7KMc08cqWdmy7MI9 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x4 =3x4 3x4 1 9 15 1413 12 11 10 2320 82 4 21 5 22 6 73 T2 B1 B2 0-5-15 23-8-2 6-4-2 23-2-3 6-10-1 6-10-1 10-0-0 16-10-1 23-8-2 0-0-4 0-1-12 Scale =1:41.9 Plate Offsets(X,Y):[3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-0-0,Edge], [14:0-2-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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, except2-0-0ocpurlins(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(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,9,11,12,13except 10=-117(LC17),15=-121(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=490(LC 38),11=383(LC37),12=465(LC37),13=383(LC37),15=490 (LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-20=-282/52 BOTCHORD 1-15=-55/255 WEBS 5-12=-382/130,4-13=-305/105,2-15=-364/152,6-11=-305/94,8-10=-364/148 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-7 to3-0-7,Exterior(2)3-0-7 to6-10-8, Corner(3)6-10-8 to9-10-8,Exterior(2)9-10-8 to16-10-8,Corner(3)16-10-8 to19-10-8,Exterior(2)19-10-8 to 23-8-9 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with 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)1,9,12,13,11except(jt=lb)15=121,10=116. 10)This truss isdesigned inaccordance with the2012International 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 ClayLot15 V18 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:39:01 Page: 1 ID:BKDtnAZNkyvri8dcRvIqQYy7hQd-Gsxldi5ozDQ7nPMZgLkE55?2EBEn3qPANGZ49Cy7MI8 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 1.5x4 1.5x4 =3x4 =3x4 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 3x5 1 7 11 10 9 8 1916 62 4 1817 53 T2 B1 B2 0-5-15 19-8-2 6-0-0 12-10-1 6-4-2 19-2-3 6-10-1 6-10-1 19-8-2 0-0-4 0-1-12 Scale =1:36 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 IRC2012/TPI2007 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, except2-0-0ocpurlins(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 38),9=408(LC37),11=753(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-16=-166/390,2-16=-122/529,2-3=-31/292,3-17=-25/343,4-17=-25/341,4-18=-25/341,5-18=-25/343,5-6=-34/292, 6-19=-104/529,7-19=-118/382 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=-583/186,6-8=-583/186 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-7 to3-0-7,Exterior(2)3-0-7 to6-10-8, Corner(3)6-10-8 to9-10-8,Exterior(2)9-10-8 to12-10-8,Corner(3)12-10-8 to15-10-8,Exterior(2)15-10-8 to19-8-9 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15PlateDOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 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 the2012International 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 ClayLot15 V19 1 11904672-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.ThuDec1916:39:01 Page: 1 ID:m13Ajzk9RFfrOHhIGrY6_Vy7hQP-Gsxldi5ozDQ7nPMZgLkE55?zxBBa3pnANGZ49Cy7MI8 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 3x4 1 7 10 9 8 6215 4 53 T2 B1 0-5-15 15-8-2 2-0-0 8-10-1 6-4-2 15-2-3 6-10-1 6-10-1 15-8-2 0-0-4 0-1-12 Scale = 1:32.5 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 IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:45 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings15-8-2. (lb)-Max Horiz1=-98(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-122(LC17), 10=-125(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=485(LC 38),9=293(LC38),10=485(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-10=-357/156,6-8=-357/153 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Corner(3)0-0-7to3-0-7,Exterior(2)3-0-7 to6-10-8, Corner(3)6-10-8 to11-10-8,Exterior(2)11-10-8to15-8-9 zone;cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7except(jt=lb)10=125,8=121. 9)This truss is designed inaccordance with the2012 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 ClayLot15 V20 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:39:01 Page: 1 ID:qvTrt5vZvsYjhbKBeVKd5gy7hQA-Gsxldi5ozDQ7nPMZgLkE55?2fBEz3q3ANGZ49Cy7MI8 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 =4x4 1.5x4 3x5 1 3 4 129 13 10 11 2 B1 0-5-15 11-8-2 5-4-2 11-2-3 5-10-1 5-10-1 11-8-2 0-0-4 Scale = 1:30.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.34 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.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(LC13) Max Uplift1=-64(LC34),3=-64(LC33),4=-157(LC16) Max Grav1=53(LC33),3=53(LC34),4=953(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-147/453,9-13=-132/468,10-13=-130/473,2-10=-125/525,2-11=-126/525,11-12=-132/473,3-12=-149/451 BOT CHORD 1-4=-462/190,3-4=-462/190 WEBS 2-4=-739/234 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-0-7 to3-0-7, Interior(1)3-0-7 to5-10-8,Exterior(2)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:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 tobearingplatecapableofwithstanding64 lbupliftat joint1,64 lbupliftatjoint3and157 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V21 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:39:01 Page: 1 ID:jhiMiSy3z539ACeytLOZFWy7hQ6-Gsxldi5ozDQ7nPMZgLkE55??XBBO3o5ANGZ49Cy7MI8 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x4 1.5x4 2x4 1 3 4 109 11 2 B1 0-5-15 7-8-2 3-4-2 7-2-3 3-10-1 3-10-1 7-8-2 0-0-4 Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 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 crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.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(LC14) Max Uplift1=-7(LC16),3=-15(LC17),4=-72(LC16) Max Grav1=74(LC33),3=74(LC34),4=519(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-364/125 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-0-7 to3-0-7, Interior(1)3-0-7 to3-10-8,Exterior(2)3-10-8 to6-8-1, Interior(1)6-8-1 to7-8-9 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15PlateDOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V22 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:39:02 Page: 1 ID:f3q678_KUiJtPWoK_lR1Lxy7hQ4-k3V7q26QkWY_OYxlE2FTeIYESbaXoHHJbwJdify7MI7 DE Job # 71375-W1 Dansco Engineering, LLC Date: 12/20/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 2x4 1 3 2 B1 0-5-15 3-8-2 1-4-2 3-2-3 1-10-1 1-10-1 3-8-2 1-1-2 0-0-4 Scale = 1:24.3 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 IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:8 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-8-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. 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:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; 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 the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot15 V23 1 11904672-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.ThuDec1916:39:02 Page: 1 ID:3eWFmA0CndhRG_Wvgu_kyZy7hQ1-k3V7q26QkWY_OYxlE2FTeIYFZbbXoIbJbwJdify7MI7