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HomeMy WebLinkAbout42240011 - WWC 11 - 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: 1904258-12T 101 truss design(s) 69049-W1 9/13/19 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 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 # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 4.99 12 =2x4 9 3 1 7 8 2 B1 4-7-7 0-1-2 0-1-2 4-6-5 4-7-7 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 0.19 Vert(LL)0.03 3-6 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)-0.04 3-6 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.00 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-7-7ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=61/0-10-13,(min.0-1-8),2=82/Mechanical,(min.0-1-8), 3=41/Mechanical,(min.0-1-8) Max Horiz1=82(LC16) Max Uplift1=-69(LC16),2=-51(LC12) Max Grav1=82(LC7),2=97(LC2),3=75(LC7) 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding69 lbupliftat joint1and51 lbupliftat joint2. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8) Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)64 lbdownand11 lbupat2-4-0on topchord,and11 lbdownand10 lb upat2-4-0onbottom chord.Thedesign/selectionofsuchconnectiondevice(s)is theresponsibilityofothers. 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 ConcentratedLoads(lb) Vert:9=2(F) TrapezoidalLoads(lb/ft) Vert:1=0(F=25,B=25)-to-5=-6(F=22,B=22),5=-6(F=22,B=22)-to-7=-30(F=10,B=10),7=-30(F=10,B=10)-to-8=-50(F=1,B=1),8=-50(F=1,B=1)-to-2=-59 (F=-4,B=-4),4=0(F=10,B=10)-to-6=-3(F=9,B=9),6=-3(F=9,B=9)-to-9=-12(F=4,B=4),9=-12(F=4,B=4)-to-3=-23(F=-2,B=-2) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J01 1 11904258-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:55:58 Page: 1 ID:nU6qM405q6iasZKuIxt3lYyeKHo-HHMu03hew59b40CHD97Lk3ixylCbX6zZC?LK81ye4U? DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =2x4 1 4 2 3 B1 1-2-12 -1-2-12 1-1-12 1-1-12 1-1-12 Scale = 1:27.8 Plate Offsets(X,Y):[2:0-4-0,0-0-9] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.12 Vert(LL)0.00 4-7 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)0.00 4-7 >999 180 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:5 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-1-12ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=136/0-6-0,(min.0-1-8),3=10/Mechanical,(min.0-1-8), 4=-3/Mechanical,(min.0-1-8) Max Horiz2=67(LC16) Max Uplift2=-44(LC16),3=-14(LC16),4=-19(LC22) Max Grav2=177(LC22),3=15(LC30),4=15(LC20) 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=1.15Plate 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 tobearingplatecapableofwithstanding44 lbupliftat joint2,19 lbupliftatjoint4and14 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 ClayLot11 J02 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:55:59 Page: 1 ID:bZMOMuGCQ3uNQ1bzfwmXETyeKIm-lUwGEPiGhOHSiAnTnsebGGE7h9aZGZDiQf5thTye4U_ DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 4.99 12 3x4 2x4 5 8 4 1 2 6 7 3 B1 1-5-9 -1-5-9 4-5-3 4-5-3 0-0-9 0-0-9 4-4-10 4-5-3 Scale = 1:33.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)0.04 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)0.03 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.10 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=67/Mechanical,(min.0-1-8),4=29/Mechanical,(min.0-1-8), 5=155/0-9-11,(min.0-1-8) Max Horiz5=86(LC11) Max Uplift3=-78(LC16),4=-18(LC11),5=-95(LC16) Max Grav3=79(LC2),4=70(LC7),5=187(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;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 tobearingplatecapableofwithstanding95 lbupliftat joint5,78 lbupliftatjoint3and18 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)92 lbdownand39 lbupat2-1-14on top chord,and57 lbdownand57 lb upat2-1-14onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 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=0(F) 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=-40(F=6,B=6),7=-40(F=6,B=6)-to-3=-56(F=-3,B=-3),5=0(F=10,B=10)-to-8=-11 (F=5,B=5),8=-11(F=5,B=5)-to-4=-22(F=-1,B=-1) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J03 1 11904258-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:55:59 Page: 1 ID:rB5nDfqVHO0DniNa9p2YQSyeKGm-lUwGEPiGhOHSiAnTnsebGGE4I9Y5GZDiQf5thTye4U_ DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 3x4 5 4 1 2 3 B1 1-1-14 1-1-14 0-9-12 -0-9-12 1-1-14Scale = 1:30.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-1-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=5/Mechanical,(min.0-1-8),4=7/Mechanical,(min.0-1-8), 5=107/0-6-0,(min.0-1-8) Max Horiz5=-74(LC14) Max Uplift3=-52(LC16),4=-52(LC13),5=-25(LC14) Max Grav3=45(LC14),4=62(LC14),5=136(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=1.15Plate 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 tobearingplatecapableofwithstanding25 lbupliftat joint5,52 lbupliftatjoint4and52 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 ClayLot11 J04 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:55:59 Page: 1 ID:QoqMuBAd?oDtIPFB?T4tE4yeKHc-lUwGEPiGhOHSiAnTnsebGGE499YwGZDiQf5thTye4U_ DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 4x4 3x5 5 4 1 2 6 3 B1 0-9-12 -0-9-12 2-6-12 2-6-12 2-6-12Scale = 1:32.7 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)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.06 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=50/Mechanical,(min.0-1-8),4=24/Mechanical,(min.0-1-8), 5=142/0-6-0,(min.0-1-8) Max Horiz5=96(LC13) Max Uplift3=-85(LC16),4=-24(LC16) Max Grav3=83(LC30),4=53(LC14),5=163(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)-0-9-12 to2-2-4, Interior(1)2-2-4 to2-6-0zone; 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)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 tobearingplatecapableofwithstanding85 lbupliftat joint3and24 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 ClayLot11 J05 7 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:55:59 Page: 1 ID:Rtx49R_H_hnESsRG_lJq?PyeKGY-lUwGEPiGhOHSiAnTnsebGGE209XSGZDiQf5thTye4U_ DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 2x4 5 4 1 2 3 B1 0-9-12 -0-9-12 2-3-12 2-3-12 2-3-12 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 0.17 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)0.00 4-5 >999 180 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 sheathingdirectlyappliedor2-3-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=43/Mechanical,(min.0-1-8),4=20/Mechanical,(min.0-1-8), 5=134/0-6-0,(min.0-1-8) Max Horiz5=76(LC16) Max Uplift3=-61(LC16),4=-10(LC16) Max Grav3=64(LC30),4=40(LC7),5=155(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) 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=1.15Plate 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 tobearingplatecapableofwithstanding61 lbupliftat joint3and10 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 ClayLot11 J06 17 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:00 Page: 1 ID:rSdCnT19Hc9oJJArftsXc2yeKGV-DgUeRljuSiPJJKMgLa9qpUnHiZvw?0TsfJqRCvye4Tz DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 4.99 12 3x4 3x4 5 4 1 2 6 3 B1 1-5-9 -1-5-9 3-11-12 3-11-12 0-0-9 0-0-9 3-11-3 3-11-12 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 0.26 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)-0.01 4-5 >999 180 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:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=50/Mechanical,(min.0-1-8),4=19/Mechanical,(min.0-1-8), 5=153/0-9-11,(min.0-1-8) Max Horiz5=73(LC11) Max Uplift3=-56(LC16),5=-66(LC16) Max Grav3=59(LC2),4=54(LC7),5=196(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;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 tobearingplatecapableofwithstanding66 lbupliftat joint5and56 lbupliftat joint3. 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=-3(F=24,B=24)-to-6=-36(F=7,B=7),6=-36(F=7,B=7)-to-3=-51(F=0,B=0),5=0(F=10,B=10)-to-4=-20(F=0,B=0) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J08 1 11904258-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:00 Page: 1 ID:1fv4MU_jgu6bISi1nzn2JiyeKFG-DgUeRljuSiPJJKMgLa9qpUnFJZvn?0TsfJqRCvye4Tz DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 3.84 12 1.5x4 1.5x4 4 3 1 2 B1 2-6-10 2-6-10 Scale = 1:25.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)0.00 3-4 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(TL)0.00 3-4 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.00 2 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 sheathingdirectlyappliedor2-8-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=26/Mechanical,(min.0-1-8),3=11/Mechanical,(min.0-1-8), 4=19/0-3-8,(min.0-1-8) Max Horiz4=36(LC11) Max Uplift2=-50(LC16),4=-38(LC10) Max Grav2=30(LC2),3=32(LC7),4=34(LC7) 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint4and50 lbupliftat joint2. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1) Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 TrapezoidalLoads(lb/ft) Vert:1=0(F=25,B=25)-to-2=-34(F=8,B=8),4=0(F=10,B=10)-to-3=-13(F=3,B=3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J09 1 11904258-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:00 Page: 1 ID:Z?OYImNQv1GvlXkMDOto9fyeKEl-DgUeRljuSiPJJKMgLa9qpUnIGZw1?0TsfJqRCvye4Tz DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x8 4 3 1 2 B1 2-1-0 2-1-0 Scale = 1:25.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)0.00 3-4 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)0.00 3-4 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=45/Mechanical,(min.0-1-8),3=21/Mechanical,(min.0-1-8), 4=66/0-3-8,(min.0-1-8) Max Horiz4=36(LC13) Max Uplift2=-38(LC16) Max Grav2=53(LC2),3=36(LC7),4=75(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) 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=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint2. 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 ClayLot11 J10 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:00 Page: 1 ID:D?TMZV66VMso?DOGQEsjqPyeK7M-DgUeRljuSiPJJKMgLa9qpUnI1Zwm?0TsfJqRCvye4Tz DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 4.99 12 3x8 4 7 3 1 5 6 2 B1 5-7-15 0-0-4 0-0-4 5-7-11 5-7-15 Scale = 1:30.5 Plate Offsets(X,Y):[4:0-4-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)0.05 3-4 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)-0.10 3-4 >655 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.04 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=139/Mechanical,(min.0-1-8),3=67/Mechanical,(min. 0-1-8),4=104/0-6-11,(min.0-1-8) Max Horiz4=64(LC16) Max Uplift2=-98(LC12),4=-52(LC16) Max Grav2=163(LC2),3=106(LC7),4=117(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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding98 lbupliftat joint2and52 lbupliftat joint4. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8) Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)18 lbdownand28 lbupat3-5-0on top chord,and9lbdownat3-5-0on bottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 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 ConcentratedLoads(lb) Vert:7=-3(F) TrapezoidalLoads(lb/ft) Vert:1=0(F=25,B=25)-to-5=-37(F=7,B=7),5=-37(F=7,B=7)-to-6=-65(F=-7,B=-7),6=-65(F=-7,B=-7)-to-2=-82(F=-16,B=-16),4=0(F=10,B=10)-to-7=-14 (F=3,B=3),7=-14(F=3,B=3)-to-3=-32(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J11 1 11904258-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:00 Page: 1 ID:EM6VPZ8QUTakhHOcvbtemKyeK61-DgUeRljuSiPJJKMgLa9qpUnD4ZsD?0TsfJqRCvye4Tz DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 4.99 12 3x5 3x4 5 8 9 4 1 2 6 7 3 B1 1-7-6 -1-7-6 7-4-5 7-4-5 0-0-9 0-0-9 7-3-12 7-4-5 Scale = 1:34 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.80 Vert(LL)0.18 4-5 >460 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(TL)-0.31 4-5 >276 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.13 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:21 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=205/Mechanical,(min.0-1-8),4=94/Mechanical,(min. 0-1-8),5=267/0-9-11,(min.0-1-8) Max Horiz5=125(LC12) Max Uplift3=-180(LC12),5=-108(LC16) Max Grav3=241(LC2),4=149(LC7),5=306(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-273/152 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 tobearingplatecapableofwithstanding108 lbupliftatjoint5and180 lbupliftat joint3. 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)75 lbdownand31 lbupat2-8-3,and93 lbdownand73 lbupat5-1-0on top chord,and20 lbdownand22 lbupat2-8-3,and23 lbdownand24 lbupat5-1-0onbottom 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=0(B),9=-2(B) TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-34(F=8,B=8),6=-34(F=8,B=8)-to-7=-65(F=-7,B=-7),7=-65(F=-7,B=-7)-to-3=-93(F=-21,B=-21),5=0(F=10,B=10)-to-8=-13 (F=4,B=4),8=-13(F=4,B=4)-to-9=-25(F=-3,B=-3),9=-25(F=-3,B=-3)-to-4=-37(F=-8,B=-8) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J12 1 11904258-12T Jack-PartialGirder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:01 Page: 1 ID:BpLy5V_L?_Oo51l30I83c5yeK4x-hs21f5jWD0XAxTxsuHg3LhJIhy8ckTj?uza_kLye4Ty DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 2x4 5 4 1 2 3 B1 0-10-12 -0-10-12 1-5-6 1-5-6 1-5-6 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 0.13 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)0.00 4-5 >999 180 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:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-5-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=15/Mechanical,(min.0-1-8),4=9/Mechanical,(min.0-1-8), 5=120/0-6-0,(min.0-1-8) Max Horiz5=59(LC13) Max Uplift3=-41(LC16),4=-15(LC16) Max Grav3=32(LC30),4=27(LC14),5=145(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=1.15Plate 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 tobearingplatecapableofwithstanding15 lbupliftat joint4and41 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 ClayLot11 J13 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:01 Page: 1 ID:ipCIBjMjF?rBs2m3zNCsV7yeK5l-hs21f5jWD0XAxTxsuHg3LhJS2yFfkTj?uza_kLye4Ty DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 2x4 5 4 1 2 6 3 B1 0-10-12 -0-10-12 2-9-6 2-9-6 2-9-6Scale = 1:30.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=54/Mechanical,(min.0-1-8),4=26/Mechanical,(min.0-1-8), 5=155/0-6-0,(min.0-1-8) Max Horiz5=91(LC16) Max Uplift3=-73(LC16),4=-10(LC16) Max Grav3=79(LC30),4=49(LC7),5=178(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)-0-10-12 to2-1-4, Interior(1)2-1-4 to2-8-10 zone; cantilever leftandrightexposed;end verticalleftandrightexposed;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=1.15Plate 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 tobearingplatecapableofwithstanding73 lbupliftat joint3and10 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 ClayLot11 J14 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:01 Page: 1 ID:6OtRpkObYwDljVVeeVlZ7myeK5i-hs21f5jWD0XAxTxsuHg3LhJRmyEgkTj?uza_kLye4Ty DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 2x4 5 4 1 2 6 7 3 B1 0-10-12 -0-10-12 4-2-4 4-2-4 4-2-4Scale = 1:33.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(TL)-0.04 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.05 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-2-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=90/Mechanical,(min.0-1-8),4=44/Mechanical,(min.0-1-8), 5=201/0-6-0,(min.0-1-8) Max Horiz5=134(LC16) Max Uplift3=-105(LC16),4=-6(LC16) Max Grav3=125(LC30),4=76(LC7),5=230(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)-0-10-12 to2-1-4, Interior(1)2-1-4 to4-1-8 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;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=1.15Plate 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 tobearingplatecapableofwithstanding105 lbupliftatjoint3and6 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 ClayLot11 J15 22 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:01 Page: 1 ID:XzZZRmQUrrbKazDDJdJHkOyeK5f-hs21f5jWD0XAxTxsuHg3LhJPcyD3kTj?uza_kLye4Ty DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 2x4 5 4 1 2 6 3 B1 0-10-12 -0-10-12 2-9-6 2-9-6 2-9-6Scale = 1:30.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=54/Mechanical,(min.0-1-8),4=26/Mechanical,(min.0-1-8), 5=155/0-6-0,(min.0-1-8) Max Horiz5=91(LC16) Max Uplift3=-73(LC16),4=-10(LC16) Max Grav3=79(LC30),4=49(LC7),5=178(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)-0-10-12 to2-1-4, Interior(1)2-1-4 to2-8-10 zone; cantilever leftandrightexposed;end verticalleftandrightexposed;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=1.15Plate 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 tobearingplatecapableofwithstanding73 lbupliftat joint3and10 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 ClayLot11 J16 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:01 Page: 1 ID:B5sOfJB??CXOdfYKVMx2ogyeK4g-hs21f5jWD0XAxTxsuHg3LhJRmyEgkTj?uza_kLye4Ty DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 2x4 5 4 1 2 3 B1 0-10-12 -0-10-12 1-5-6 1-5-6 1-5-6 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 0.13 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)0.00 4-5 >999 180 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:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-5-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=15/Mechanical,(min.0-1-8),4=9/Mechanical,(min.0-1-8), 5=120/0-6-0,(min.0-1-8) Max Horiz5=59(LC13) Max Uplift3=-41(LC16),4=-15(LC16) Max Grav3=32(LC30),4=27(LC14),5=145(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=1.15Plate 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 tobearingplatecapableofwithstanding15 lbupliftat joint4and41 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 ClayLot11 J17 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:02 Page: 1 ID:7T_84?DFXpn6tyhjdnzWt5yeK4e-93cPsRk8_Jf1ZdW2S_BIuvsdoMbuTvz97dJXGoye4Tx DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 4.99 12 =3x5 3x4 5 8 9 4 1 2 6 7 3 B1 1-3-3 -1-3-3 7-4-5 7-4-5 0-0-9 0-0-9 7-3-12 7-4-5 Scale = 1:34.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.81 Vert(LL)0.19 4-5 >444 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.53 Vert(TL)-0.31 4-5 >270 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.14 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:21 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=207/Mechanical,(min.0-1-8),4=97/Mechanical,(min. 0-1-8),5=245/0-9-11,(min.0-1-8) Max Horiz5=120(LC12) Max Uplift3=-181(LC12),5=-102(LC16) Max Grav3=243(LC2),4=150(LC7),5=280(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 tobearingplatecapableofwithstanding102 lbupliftatjoint5and181 lbupliftat joint3. 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)75 lbdownand31 lbupat2-8-3,and93 lbdownand73 lbupat5-1-0on top chord,and20 lbdownand22 lbupat2-8-3,and23 lbdownand24 lbupat5-1-0onbottom 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=0(F),9=-2(F) TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-34(F=8,B=8),6=-34(F=8,B=8)-to-7=-65(F=-7,B=-7),7=-65(F=-7,B=-7)-to-3=-93(F=-21,B=-21),5=0(F=10,B=10)-to-8=-13 (F=4,B=4),8=-13(F=4,B=4)-to-9=-25(F=-3,B=-3),9=-25(F=-3,B=-3)-to-4=-37(F=-8,B=-8) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J18 1 11904258-12T Jack-PartialGirder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:02 Page: 1 ID:yAPGUgiL66qRg6lPzBhuVXyeK40-93cPsRk8_Jf1ZdW2S_BIuvsT8MUlTvz97dJXGoye4Tx DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 3.84 12 3x4 1.5x4 4 7 3 1 5 6 2 B1 5-2-5 5-2-5 Scale = 1:28.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.03 3-4 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.07 3-4 >901 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.03 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-4-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=108/Mechanical,(min.0-1-8),3=50/Mechanical,(min. 0-1-8),4=79/0-5-6,(min.0-1-8) Max Horiz4=51(LC11) Max Uplift2=-69(LC12),4=-62(LC10) Max Grav2=127(LC2),3=90(LC7),4=95(LC7) 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding62 lbupliftat joint4and69 lbupliftat joint2. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8) Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)17 lbdownand33 lbupat3-1-13on top chord,and10 lbdownat3-1-13 onbottom chord.Thedesign/selectionofsuch connectiondevice(s)is theresponsibilityofothers. 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 ConcentratedLoads(lb) Vert:7=-2(B) TrapezoidalLoads(lb/ft) Vert:1=0(F=25,B=25)-to-5=-39(F=6,B=6),5=-39(F=6,B=6)-to-6=-54(F=-2,B=-2),6=-54(F=-2,B=-2)-to-2=-68(F=-9,B=-9),4=0(F=10,B=10)-to-7=-15 (F=2,B=2),7=-15(F=2,B=2)-to-3=-27(F=-3,B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J19 1 11904258-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:02 Page: 1 ID:veejAcYFdceV3s6s3tyJKIyeK2w-93cPsRk8_Jf1ZdW2S_BIuvsbKMZbTvz97dJXGoye4Tx DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 1.5x4 1.5x4 4 3 1 2 B1 1-10-8 1-10-8 Scale = 1:26 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)0.00 3-4 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)0.00 3-4 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:5 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-10-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=42/Mechanical,(min.0-1-8),3=19/Mechanical,(min.0-1-8), 4=61/Mechanical,(min.0-1-8) Max Horiz4=40(LC13) Max Uplift2=-38(LC16) Max Grav2=49(LC2),3=33(LC7),4=69(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) 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=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3) Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint2. 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 ClayLot11 J20 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:02 Page: 1 ID:QqvnYOIetzg6D1k3Xlc9fayeK4X-93cPsRk8_Jf1ZdW2S_BIuvseLMc6Tvz97dJXGoye4Tx DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 1.5x4 2x4 5 4 1 2 6 3 B1 1-2-12 -1-2-12 2-4-15 2-4-15 2-4-15 Scale = 1:26.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)0.00 4-5 >999 180 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 sheathingdirectlyappliedor2-4-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=38/Mechanical,(min.0-1-8),4=18/Mechanical,(min.0-1-8), 5=170/0-4-0,(min.0-1-8) Max Horiz5=54(LC13) Max Uplift3=-36(LC16),4=-16(LC13),5=-64(LC12) Max Grav3=45(LC2),4=40(LC7),5=196(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 to2-4-3zone; 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) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint5,36 lbupliftatjoint3and16 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 ClayLot11 J21 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:03 Page: 1 ID:w_Gs0gaackMRmw6BYEzFHDyeK1b-dF9n3nlmldnuAn4F0iiXR6PoBmyCCMDILH35pEye4Tw DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 3.54 12 =3x6 3x5 5 7 4 1 2 6 3 B1 1-11-11 -1-11-11 6-0-1 6-0-1 0-0-6 0-0-6 5-11-11 6-0-1 Scale = 1:29.6 Plate Offsets(X,Y):[2:0-0-7,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)0.14 4-5 >481 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.70 Vert(TL)-0.20 4-5 >336 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.07 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=147/Mechanical,(min.0-1-8),4=125/Mechanical,(min. 0-1-8),5=315/0-4-15,(min.0-1-8) Max Horiz5=75(LC8) Max Uplift3=-97(LC12),4=-50(LC9),5=-198(LC8) Max Grav3=173(LC2),4=138(LC2),5=367(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;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;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 in accordancewith IBC1608.3.4. 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 tobearingplatecapableofwithstanding198 lbupliftatjoint5,97 lbupliftat joint3and50 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)17 lbdownand30 lbupat3-6-0on top chord,and186 lbdownand99 lb upat3-6-0,and5 lbdownand28 lbupat3-6-0onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1) Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:7=-151(F=-152,B=0) TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-44(F=4,B=4),6=-44(F=4,B=4)-to-3=-79(F=-14,B=-14),5=0(F=10,B=10)-to-7=-17(F=2,B=2),7=-17(F=2,B=2)-to-4=-31 (F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J22 1 11904258-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:03 Page: 1 ID:DQIDlJUcxmpoGSLcRUqqp1yeK0Q-dF9n3nlmldnuAn4F0iiXR6PjKmoDCMDILH35pEye4Tw DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 1.5x4 2x4 5 4 1 2 6 3 B1 1-4-12 -1-4-12 2-2-15 2-2-15 2-2-15 Scale = 1:26.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)0.00 4-5 >999 180 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 sheathingdirectlyappliedor2-4-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=29/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8), 5=180/0-3-8,(min.0-1-8) Max Horiz5=55(LC13) Max Uplift3=-32(LC16),4=-17(LC13),5=-71(LC12) Max Grav3=34(LC2),4=36(LC7),5=214(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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3zone; 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) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding71 lbupliftat joint5,32 lbupliftatjoint3and17 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 ClayLot11 J23 1 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:03 Page: 1 ID:S3EvM8mcreNAhNKGUbG?wbyeK1L-dF9n3nlmldnuAn4F0iiXR6PoimyHCMDILH35pEye4Tw DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 2x4 3x4 5 4 1 6 2 7 8 3 B1 1-4-12 -1-4-12 4-4-0 4-4-0 4-4-0 Scale = 1:28.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)0.05 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(TL)-0.04 4-5 >999 180 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:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=89/Mechanical,(min.0-1-8),4=42/Mechanical,(min.0-1-8), 5=239/0-3-8,(min.0-1-8) Max Horiz5=80(LC16) Max Uplift3=-69(LC16),4=-24(LC13),5=-84(LC12) Max Grav3=105(LC2),4=77(LC7),5=275(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 to4-5-4zone; 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) Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding84 lbupliftat joint5,69 lbupliftatjoint3and24 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 ClayLot11 J24 15 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:03 Page: 1 ID:WJHjMKzKHNz_hlzULb3S_hyeK?n-dF9n3nlmldnuAn4F0iiXR6Pn?mvxCMDILH35pEye4Tw DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 =3x4 1.5x4 5 4 1 2 6 7 3 B1 1-2-12 -1-2-12 4-9-0 4-9-0 4-9-0 Scale = 1:29.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)-0.06 4-5 >982 180 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:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=102/Mechanical,(min.0-1-8),4=49/Mechanical,(min. 0-1-8),5=241/0-6-0,(min.0-1-8) Max Horiz5=86(LC16) Max Uplift3=-75(LC16),5=-43(LC16) Max Grav3=119(LC2),4=85(LC7),5=277(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 to4-8-4zone; 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=1.15Plate 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 tobearingplatecapableofwithstanding43 lbupliftat joint5and75 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 ClayLot11 J25 2 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:03 Page: 1 ID:?xTwYyBa6_7e36d8dDCOz9yeHVP-dF9n3nlmldnuAn4F0iiXR6PlVmv?CMDILH35pEye4Tw DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 1.5x4 2x4 1.5x4 2x4 =3x487 1 2 6 5 9 3 10 4 B1 B3 1-11-0 1-2-12 -1-2-12 2-4-12 4-9-0 2-4-4 2-4-4 2-3-0 4-9-0 2-6-0 2-6-0 Scale = 1:30 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)0.03 6 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.05 7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.02 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=95/Mechanical,(min.0-1-8),5=56/Mechanical,(min.0-1-8), 8=241/0-6-0,(min.0-1-8) Max Horiz8=86(LC16) Max Uplift4=-56(LC16),5=-8(LC16),8=-43(LC16) Max Grav4=109(LC2),5=72(LC7),8=277(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 to4-8-4zone; 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=1.15Plate 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 tobearingplatecapableofwithstanding43 lbupliftat joint8,56 lbupliftatjoint4and8 lbupliftat joint5. 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 ClayLot11 J26 6 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:04 Page: 1 ID:6dAZZykl2JL1VGjrOEWUR8yeHW?-5Rj9H7mPWxvloxfRaPDmzKxyLAE3xpTSaxoeLgye4Tv DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 1.5x4 1.5x4 1.5x4 1.5x4 =1.5x49 8 7 1 2 6 5 3 10 4 B1 B3 1-5-0 0-9-11 2-7-15 1-2-12 -1-2-12 1-10-4 1-10-4 0-2-0 2-7-15 0-5-15 2-5-15 2-0-0 2-0-0 Scale = 1:28.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)0.00 7 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)0.00 7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=48/Mechanical,(min.0-1-8),5=30/Mechanical,(min.0-1-8), 9=178/0-6-0,(min.0-1-8) Max Horiz9=57(LC13) Max Uplift4=-17(LC16),5=-13(LC16),9=-41(LC12) Max Grav4=54(LC2),5=45(LC7),9=206(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 to1-9-9, Interior(1)1-9-9 to2-7-3zone; 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)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 tobearingplatecapableofwithstanding41 lbupliftat joint9,17 lbupliftatjoint4and13 lbupliftat joint5. 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 ClayLot11 J27 2 11904258-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:04 Page: 1 ID:EfWKR1IE_lGMeUptecsVr2yeHVG-5Rj9H7mPWxvloxfRaPDmzKxz4AGJxpTSaxoeLgye4Tv DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 3.54 12 2x4 2x4 1.5x4 3x4 =4x487 1 2 610 5 3 9 4 B1 B3 2-9-15 1-8-14 -1-8-14 3-3-15 6-7-2 3-3-3 3-3-3 3-2-3 6-7-2 3-4-15 3-4-15 Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)0.12 5-6 >648 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(TL)-0.17 5-6 >442 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.05 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:20 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=158/Mechanical,(min.0-1-8),5=85/Mechanical,(min. 0-1-8),8=243/0-8-2,(min.0-1-8) Max Horiz8=81(LC8) Max Uplift4=-99(LC12),5=-9(LC12),8=-119(LC8) Max Grav4=184(LC2),5=113(LC7),8=281(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-257/129 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 tobearingplatecapableofwithstanding119 lbupliftat joint8,99 lbupliftat joint4and9 lbupliftat joint5. 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)24 lbdownand18 lbupat3-10-4,and24 lbdownand18 lbupat3-10-4 on top chord,and7 lbdownand27 lbupat3-10-4,and7 lbdownand27lbupat3-10-4onbottomchord.Thedesign/selectionof such connectiondevice(s) isthe 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:10=-11(F=-6,B=-6) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-41(F=5,B=5),3=-41(F=5,B=5)-to-9=-49(F=1,B=1),9=-49(F=1,B=1)-to-4=-84(F=-16,B=-16),8=0(F=10,B=10)-to-7=-16 (F=2,B=2),6=-16(F=2,B=2)-to-10=-19(F=0,B=0),10=-19(F=0,B=0)-to-5=-33(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 J28 1 11904258-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:04 Page: 1 ID:M3UE8Au1uJueUnvFNKESBuyeHTC-5Rj9H7mPWxvloxfRaPDmzKxuJABKxpTSaxoeLgye4Tv DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 =3x4 1.5x4 1.5x4 =3x4 =3x4 1 7 8 62 1916 4 1817 53 T2 B1 0-11-1 12-1-0 0-11-1 0-11-1 3-1-5 11-1-15 3-1-5 4-0-6 4-0-4 8-0-10 10-2-14 Scale = 1:26.3 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/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 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.00 13 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 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-2-14. (lb)-Max Horiz2=31(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)8,2, 6 Max GravAllreactions250(lb)or lessat joint(s)except8=354(LC38), 2=374(LC39),6=374(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-16=-417/135,6-19=-301/136 BOT CHORD 2-8=-182/545 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)0-4-3 to3-4-3, Interior(1)3-4-3 to4-0-14,Exterior(2)4-0-14 to11-9-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C for membersand 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)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8) Gablerequires continuousbottom chordbearing. 9) Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,6,8,2,6. 12)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 PB01 1 11904258-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:04 Page: 1 ID:cteLIVqKmzbiDcI2O?6Wp7yeHS?-5Rj9H7mPWxvloxfRaPDmzKxzLAFmxpYSaxoeLgye4Tv DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 =4x4 1.5x4 =3x4 1 5 6 42 1714 1615 3 B1 0-11-1 12-1-0 0-11-1 0-11-1 5-1-7 11-1-15 5-1-7 6-0-8 10-2-14 Scale = 1:29.4 Plate Offsets(X,Y):[2:0-0-4,Edge], [4:0-0-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:30 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-2-14. (lb)-Max Horiz2=51(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)2, 4 Max GravAllreactions250(lb)or lessat joint(s)except6=308(LC2), 2=293(LC2),4=293(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-14=-490/364 BOT CHORD 2-6=-532/673 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)0-4-3to3-4-3,Exterior(2)3-4-3 to6-1-0, Corner(3)6-1-0 to9-1-0,Exterior(2)9-1-0 to11-9-13 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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 forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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)2,4,2,4. 11)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 PB02 9 11904258-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:05 Page: 1 ID:kNwF1x_UiyEsHcoYfErZrtyeHRo-ZdHXUSm1HE1cQ5Ed77l?WXU7Oab?gG2bpbYCt7ye4Tu DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 =3x4 1.5x4 1.5x4 =3x4 =3x4 1 7 8 62 16 21 4 1918 2017 53 T2 B1 0-11-1 12-1-0 0-11-1 0-11-1 3-9-4 7-11-2 3-2-13 11-1-15 3-2-13 4-1-14 10-2-14 Scale = 1:26.5 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horiz(TL)0.00 13 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 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-2-14. (lb)-Max Horiz2=33(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)8,2, 6 Max GravAllreactions250(lb)or lessat joint(s)except8=344(LC38), 2=381(LC39),6=381(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-16=-437/255,6-21=-304/206 BOT CHORD 2-8=-331/576 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)0-4-3to3-4-3,Exterior(2)3-4-3 to4-2-6, Corner(3)4-2-6 to7-2-6,Exterior(2)7-2-6 to7-11-10, Corner(3)7-11-10 to11-2-7,Exterior(2)11-2-7 to11-9-13 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)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8) Gablerequires continuousbottom chordbearing. 9) Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,6,8,2,6. 12)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 PB03 1 11904258-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:05 Page: 1 ID:RIX17M6lL1URU8YTEK0vE_yeHRe-ZdHXUSm1HE1cQ5Ed77l?WXU8qab4gGtbpbYCt7ye4Tu DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =5x6 3x10 3x8 =5x6 4x6 =8x8 3x8 3x10 =5x6 1 72021112210 23 9 24 25 826 27 2 6 53 18 19 4 B1 B2 1-2-12 20-10-12 1-2-12 -1-2-12 4-8-4 9-10-0 4-8-4 14-6-4 5-1-12 5-1-12 5-1-12 19-8-0 4-8-4 9-10-0 4-8-4 14-6-4 5-1-12 5-1-12 5-1-12 19-8-0Scale =1:47.4 Plate Offsets(X,Y):[2:Edge,0-0-10], [6:Edge,0-0-10], [9:0-4-0,0-4-12] 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 0.38 Vert(LL)-0.09 8-9 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 Lumber DOL 1.15 BC 0.88 Vert(TL)-0.20 8-9 >999 180 TCDL 10.0 RepStress Incr NO WB 0.58 Horiz(TL)0.06 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:193 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-9-10ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=4663/0-6-0,(min.0-3-13),6=4449/0-6-0,(min.0-3-8) MaxHoriz2=217(LC11) MaxUplift2=-829(LC12),6=-998(LC13) MaxGrav2=4854(LC2),6=4449(LC1) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-5965/1022,3-18=-4195/793,4-18=-4122/810,4-19=-4120/811,5-19=-4193/780,5-6=-6187/1179 BOTCHORD 2-20=-957/4971,20-21=-837/4728,11-21=-837/4728,11-22=-837/4728,10-22=-837/4728,10-23=-837/4728, 9-23=-837/4728,9-24=-866/4895,24-25=-866/4895,8-25=-866/4895,8-26=-866/4895,26-27=-866/4895, 6-27=-866/4895 WEBS 4-9=-851/4708,5-9=-2098/626,5-8=-483/2294,3-9=-1977/456,3-11=-287/2091 NOTES 1) 2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-7-0oc. 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; cantilever leftandrightexposed ; endvertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 5)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=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding829 lbupliftat joint2and998 lbupliftat joint6. 10)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)821 lbdownand141 lbupat1-0-8,821 lbdownand141 lbupat3-0-8, 821 lbdownand141 lbupat5-0-8,821lbdownand141 lbupat7-0-8,874 lbdownand148 lbupat9-0-8,930lbdownand156 lbupat11-0-8,972 lbdownand150lbup at13-0-8,and953 lbdownand136lbupat15-0-8,and903 lbdownand491 lbupat17-0-8onbottom chord.Thedesign/selectionofsuch connectiondevice(s) is the responsibilityofothers. LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T01 1 21904258-12T CommonGirder JobReference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc.Fri Sep1310:56:06 Page: 1 ID:iLv9Rzofm9aHSXbOMXLrg9ye4Z1-2qrwionf2Y9T1FpphqGE2l1GszmBPaxk1FHlPZye4Tt Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. UniformLoads(lb/ft) Vert:1-4=-51,4-7=-51,12-15=-20 ConcentratedLoads(lb) Vert:11=-741(B),20=-741(B),21=-741(B),22=-741(B),23=-874(B),24=-930(B),25=-972(B),26=-953(B),27=-903(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T01 1 21904258-12T CommonGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:06 Page: 2 ID:iLv9Rzofm9aHSXbOMXLrg9ye4Z1-2qrwionf2Y9T1FpphqGE2l1GszmBPaxk1FHlPZye4Tt DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 =3x4 =3x4 =3x4 13122 21 20 19 18 17 16 15 14 122 113 104 95 3029 86 7 B1 B2 1-2-12 20-10-12 1-2-12 -1-2-12 9-10-0 9-10-0 9-10-0 19-8-0 19-8-0Scale = 1:46.7 Plate Offsets(X,Y):[2:Edge,0-0-3], [7:0-2-0,Edge], [12:Edge,0-0-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 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 0.28 Horiz(TL)0.01 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:94 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 withStabilizer Installationguide.REACTIONS Allbearings19-8-0. (lb)-Max Horiz2=217(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)14,15,20,2except16=-112 (LC17),19=-110(LC16),22=-117(LC16) Max GravAllreactions250(lb)or lessat joint(s)15,16,19,20,2except 14=320(LC2),17=325(LC2),18=330(LC2),22=251(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-169/347,3-4=-112/302,4-5=-72/285,5-29=-113/265,6-29=-98/303,8-30=-98/284,9-10=-37/269,11-12=-144/292 WEBS 6-18=-289/23,8-17=-288/0 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)-1-2-12 to1-9-4,Exterior(2)1-9-4 to9-10-0,Corner(3)9-10-0 to12-10-0,Exterior(2)12-10-0 to20-10-12 zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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 forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8) Gablerequires continuousbottom chordbearing. 9) Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,20,15,14,2except(jt=lb)19=110,22=117,16=112. 12)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)12. 13)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 ClayLot11 T01GE 1 11904258-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:06 Page: 1 ID:Z9S4htIDG8rXEC2IzwnuDeyeHQ6-2qrwionf2Y9T1FpphqGE2l1IjzxYPfak1FHlPZye4Tt DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 =3x4 1 71098 2 6 17 22 18 21 3 5 19 20 4 B1 1-4-12 9-2-12 1-4-12 -1-4-12 3-11-0 3-11-0 3-11-0 7-10-0 3-11-0 3-11-0 3-11-0 7-10-0 Scale = 1:33.8 Plate Offsets(X,Y):[2:Edge,0-0-3], [6:Edge,0-0-3] 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)0.02 8 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)-0.02 10 >999 180 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 2 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 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=348/0-3-8,(min.0-1-8),6=348/0-4-0,(min.0-1-8) Max Horiz2=104(LC15) Max Uplift2=-73(LC16),6=-73(LC17) Max Grav2=397(LC2),6=397(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-297/228,17-18=-253/233,3-19=-277/274,4-19=-262/281,4-20=-262/281,5-20=-277/274,21-22=-253/233, 6-22=-297/228 WEBS 4-9=-252/195 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)-1-4-12 to1-7-4, Interior(1)1-7-4 to3-11-0,Exterior(2)3-11-0 to6-11-0, Interior(1)6-11-0 to9-2-12 zone;cantilever leftandrightexposed ; end vertical leftand rightexposed;porch 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=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 forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7) Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint2and73 lbupliftat joint6. 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 ClayLot11 T02GE 1 11904258-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:06 Page: 1 ID:Khx6NcOEObrPBRfqRbwmXKyeHQ_-2qrwionf2Y9T1FpphqGE2l1JMzx4Pisk1FHlPZye4Tt DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x5 1.5x4 3x4 =3x4 =3x4 4x6 =3x4 3x4 1.5x4 =3x5 1 9121110 82 19 24 3 7 4 6 23202221 5 B1 B2 1-4-12 24-4-12 1-4-12 -1-4-12 5-7-9 17-1-9 5-7-9 11-6-0 5-10-7 5-10-7 5-10-7 23-0-0 7-6-2 15-3-1 7-8-15 23-0-0 7-8-15 7-8-15Scale = 1:51.6 Plate Offsets(X,Y):[2:Edge,0-0-3], [8:Edge,0-0-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)0.14 10-18 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.48 Vert(TL)-0.19 12-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.83 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:95 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 sheathingdirectlyappliedor5-2-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor7-8-6ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=885/0-4-0,(min.0-1-9),8=885/0-4-0,(min.0-1-9) Max Horiz2=253(LC15) Max Uplift2=-146(LC16),8=-146(LC17) Max Grav2=1004(LC2),8=1004(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-19=-1225/770,3-19=-1134/800,3-4=-1096/852,4-20=-999/867,20-21=-986/870,5-21=-983/889,5-22=-983/889, 22-23=-986/870,6-23=-999/867,6-7=-1096/852,7-24=-1134/800,8-24=-1225/770 BOT CHORD 2-12=-634/907,11-12=-244/600,10-11=-244/600,8-10=-531/907 WEBS 5-10=-513/491,7-10=-365/266,5-12=-513/491,3-12=-365/266 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)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2)11-6-0 to14-6-0, Interior(1)14-6-0 to24-4-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;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 tobearingplatecapableofwithstanding146 lbupliftatjoint2and146 lbupliftat joint8. 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 ClayLot11 T03 1 11904258-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:07 Page: 1 ID:Izlrm_s8un5EC1P51Vb8xryeHO5-W0PIv8oHpsHKfOO0FYnTbyZR8NCe8_FuGv1Iy?ye4Ts DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x5 3x4 =3x4 =3x4 4x6 3x4 =3x4 3x4 =3x5 1 9121110 82 42 47 3 7 4 6 46434544 5 B1 B2 ST8 ST7 1-4-12 24-4-12 1-4-12 -1-4-12 5-7-9 17-1-9 5-7-9 11-6-0 5-10-7 5-10-7 5-10-7 23-0-0 7-6-2 15-3-1 7-8-15 7-8-15 7-8-15 23-0-0Scale = 1:51.6 Plate Offsets(X,Y):[2:Edge,0-0-3], [5:0-1-3,0-1-8], [8:Edge,0-0-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)0.14 10-41 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.48 Vert(TL)-0.19 12-38 >999 180 TCDL 10.0 RepStress Incr YES WB 0.83 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:147 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor7-8-6ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=885/0-4-0,(min.0-1-9),8=885/0-4-0,(min.0-1-9) Max Horiz2=253(LC15) Max Uplift2=-146(LC16),8=-146(LC17) Max Grav2=1004(LC2),8=1004(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-42=-1225/770,3-42=-1134/800,3-4=-1096/852,4-43=-999/867,43-44=-986/870,5-44=-983/889,5-45=-983/889, 45-46=-986/870,6-46=-999/867,6-7=-1096/852,7-47=-1134/800,8-47=-1225/770 BOT CHORD 2-12=-634/907,11-12=-244/600,10-11=-244/600,8-10=-531/907 WEBS 5-10=-513/491,7-10=-365/266,5-12=-513/491,3-12=-365/266 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)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2)11-6-0 to14-6-0, Interior(1)14-6-0 to24-4-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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 forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat4-3-8oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding146 lbupliftatjoint2and146 lbupliftat joint8. 11)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 ClayLot11 T03GE 1 11904258-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:07 Page: 1 ID:37ORsbB8_aydPxpEUcZxP2yeHMN-W0PIv8oHpsHKfOO0FYnTbyZR8NCe8_FuGv1Iy?ye4Ts DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x5 1.5x4 3x4 =3x4 =3x4 4x6 =3x4 1.5x4 3x8 1 10 9 8 2 7 17 22 3 6 4 21182019 5 B1 B2 HW2 1-4-12 -1-4-12 5-7-9 11-6-0 5-7-9 17-1-9 5-8-7 22-10-0 5-10-7 5-10-7 7-6-2 15-3-1 7-6-15 22-10-0 7-8-15 7-8-15Scale = 1:51.4 Plate Offsets(X,Y):[2:Edge,0-0-3], [7:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)0.14 10-13 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.48 Vert(TL)-0.19 10-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.83 Horiz(TL)0.03 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:93 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x4SPFStud WEDGE Right:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-4ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor7-5-9ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=882/0-4-0,(min.0-1-9),7=806/0-6-0,(min.0-1-8) Max Horiz2=243(LC13) Max Uplift2=-146(LC16),7=-111(LC17) Max Grav2=1000(LC2),7=910(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-1219/767,3-17=-1128/798,3-4=-1090/850,4-18=-993/866,18-19=-978/870,5-19=-970/887,5-20=-968/892, 20-21=-970/873,6-21=-1079/855,6-22=-1029/802,7-22=-1197/779 BOT CHORD 2-10=-673/903,9-10=-276/595,8-9=-276/595,7-8=-555/891 WEBS 5-8=-500/472,6-8=-349/264,5-10=-515/492,3-10=-365/266 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)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2)11-6-0 to14-6-0, Interior(1)14-6-0 to22-10-0 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;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 tobearingplatecapableofwithstanding146 lbupliftatjoint2and111lbupliftat 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 ClayLot11 T04 1 11904258-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:07 Page: 1 ID:Covm7Y_cuMjUnqitiPktxTyeHK2-W0PIv8oHpsHKfOO0FYnTbyZR8NCe8_FuGv1Iy?ye4Ts DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x5 1.5x4 =3x4 =3x4 4x6 =3x4 1.5x4 3x8 8 7 6 1 5 15 20 42 1916 1817 3 B1 B2 HW2 5-8-7 22-10-0 5-10-7 5-10-7 5-7-9 11-6-0 5-7-9 17-1-9 7-6-2 15-3-1 7-6-15 22-10-0 7-8-15 7-8-15Scale = 1:48.5 Plate Offsets(X,Y):[1:Edge,0-0-3], [5:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)0.15 8-11 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(TL)-0.20 8-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.84 Horiz(TL)0.03 5 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 2x4SPF No.2*Except*W1:2x4SPFStud WEDGE Right:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-11-14ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor7-4-14ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=809/0-4-0,(min.0-1-8),5=808/0-6-0,(min.0-1-8) Max Horiz1=225(LC13) Max Uplift1=-113(LC16),5=-111(LC17) Max Grav1=914(LC2),5=913(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-15=-1228/788,2-15=-1129/813,2-16=-1101/868,16-17=-988/887,3-17=-980/905,3-18=-963/893,18-19=-971/875, 4-19=-1083/858,4-20=-1032/804,5-20=-1200/780 BOT CHORD 1-8=-842/913,7-8=-278/598,6-7=-278/598,5-6=-556/893 WEBS 3-6=-499/471,4-6=-349/265,3-8=-521/500,2-8=-364/270 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)0-0-0 to3-0-0, Interior(1)3-0-0 to11-6-0,Exterior(2)11-6-0 to14-6-0, Interior(1)14-6-0 to22-10-0 zone; cantilever leftandrightexposed ;end verticalleftand rightexposed;porch 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=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding113 lbupliftat joint1and111 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 ClayLot11 T05 1 11904258-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:08 Page: 1 ID:RXxA0c5Fm7sCMDubkoP_oMyeHJv-_Czg7Upva9PAHYzCpFIi7A6cjnYitQL1VZmsURye4Tr DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 1.5x4 =4x4 3x6 3x10 =3x4 5 10 4 11 3 2 9 1 B1 3-3-0 6-6-0 3-3-0 3-3-0 3-3-0 3-3-0 3-3-0 6-6-0 Scale = 1:37.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.37 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:33 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=815/0-6-0,(min.0-1-8),5=771/0-6-0,(min.0-1-8) Max Horiz5=-194(LC13) Max Uplift3=-112(LC8),5=-251(LC13) Max Grav3=914(LC2),5=865(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-871/97 BOT CHORD 5-10=-65/672,4-10=-65/672,4-11=-65/672,3-11=-65/672 WEBS 2-5=-881/262,2-4=-154/853 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; cantileverrightexposed ; end verticalrightexposed;porch leftandrightexposed;Lumber DOL=1.60plategripDOL=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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding112 lbupliftat joint3and251 lbupliftat joint5. 6)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 7) Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)423 lbdownand90lbupat1-6-8,and423 lbdownand90 lbupat3-6-8, and424 lbdownand90 lbupat5-6-8onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1) Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,5-6=-20 ConcentratedLoads(lb) Vert:4=-379,10=-379,11=-379 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T06 1 11904258-12T RoofSpecial Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:08 Page: 1 ID:Dt?TOopFtFHrxHvxhhzqhoyeHJ_-_Czg7Upva9PAHYzCpFIi7A6fKnZztYg1VZmsURye4Tr DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =4x4 1.5x4 3x4 =3x4 =3x4 =6x6 =3x4 =3x4 =3x10 =3x4 2x4 1.5x4 =5x12 =4x4 3x6 16 15 14 27 13 28 2912 30 3111 10 1 9 8 20 2 4 23 245 6 7252622213 T2 B1 B2 B4 1-1-12 21-0-0 3-6-2 7-5-2 4-0-9 19-10-4 4-2-5 15-9-11 4-2-5 11-7-7 3-11-0 3-11-0 0-7-0 4-6-0 0-6-0 21-0-0 0-6-0 20-6-0 2-9-6 7-3-6 3-11-0 3-11-0 4-2-5 15-9-11 4-2-5 20-0-0 4-4-1 11-7-7 Scale=1:37.4 PlateOffsets(X,Y):[1:0-0-3,0-0-13] 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 0.30 Vert(LL)0.09 13-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(TL)-0.13 13-14 >999 180 TCDL 10.0 RepStress Incr NO WB 0.45 Horiz(TL)0.04 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:98 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2*Except*B3:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-6-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-5ocbracing.Except: 10-0-0ocbracing:9-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=798/Mechanical,(min.0-1-8),8=858/0-6-0,(min.0-1-13) Max Horiz1=133(LC49) Max Uplift1=-471(LC12),8=-636(LC9) Max Grav1=928(LC67),8=1137(LC72) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-20=-1642/910,2-20=-1571/927,2-3=-1497/920,3-21=-1583/936,21-22=-1584/936,4-22=-1586/936,4-23=-1232/717, 23-24=-1232/717,5-24=-1232/717,5-25=-436/260,25-26=-436/260,6-26=-436/260,6-7=-418/248,7-8=-1008/562 BOTCHORD 1-16=-895/1434,15-16=-895/1434,14-15=-895/1434,14-27=-882/1326,13-27=-882/1326,13-28=-968/1538, 28-29=-968/1538,12-29=-968/1538,6-9=-253/174 WEBS 7-9=-620/1071,3-14=-114/304,3-13=-150/352,5-9=-955/559,4-12=-479/322,9-12=-674/1092,2-14=-361/137 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 ; end vertical leftandrightexposed;Lumber DOL=1.60plategripDOL=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 than 0.500/12 inaccordancewith IBC1608.3.4. 4) Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7) Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding471 lbupliftat joint1and636lbupliftat joint8. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)62 lbdownand105 lbupat3-11-10,175 lbdownand198 lbupat7-5-2, 95 lbdownand86lbupat9-5-14,95 lbdownand86 lbupat11-5-14,95 lbdownand86 lbupat13-5-14,95 lbdownand86lbupat15-5-14,and95lbdownand86 lbup at17-5-14,and95lbdownand86 lbupat19-5-14on top chord,and27 lbdownat3-11-10,82 lbdownand95 lbupat7-5-2,41 lbdownand38 lbupat9-5-14,41 lb downand38lbupat11-5-14,41 lbdownand38 lbupat13-5-14,41 lbdownand38 lbupat15-5-14,and41 lbdownand38 lbupat17-5-14,and41 lbdownand38lbup at19-5-14onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-7=-61,11-17=-20,10-11=-20,8-9=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T07 1 11904258-12T Jack-ClosedGirder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:09 Page: 1 ID:iEnG9eTBcLYPtKtGDywylhyeHGr-_Czg7Upva9PAHYzCpFIi7A6dbnYLtWS1VZmsURye4Tr Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. ConcentratedLoads(lb) Vert:3=0(F),14=-3(F),13=-4(F),4=0(F),16=-6(F),21=0(F),23=0(F),24=0(F),25=0(F),26=0(F),27=-4(F),28=-4(F),29=-4(F),30=-4(F),31=-4(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T07 1 11904258-12T Jack-ClosedGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:09 Page: 2 ID:iEnG9eTBcLYPtKtGDywylhyeHGr-_Czg7Upva9PAHYzCpFIi7A6dbnYLtWS1VZmsURye4Tr DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 1.5x4 3x4 =3x4 =3x4 =6x6 =4x8 =3x4 2x4 1.5x4 =4x12 =3x5 1.5x4 14 13 12 11 10 9 1 8 7 18 2 19 20 4 23 5 622213 T2 B1 B2 B4 1-1-12 21-0-0 4-7-11 19-10-4 4-9-7 15-2-9 5-0-2 10-5-2 5-5-0 5-5-0 0-6-0 21-0-0 0-6-0 20-6-0 1-1-0 6-6-0 3-9-6 10-3-6 4-9-7 20-0-0 4-11-3 15-2-9 5-5-0 5-5-0 Scale = 1:39.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.39 Vert(LL)-0.04 12-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(TL)-0.11 12-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.58 Horiz(TL)0.03 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:104 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B3:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-7-6ocbracing.Except: 10-0-0ocbracing:8-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=768/Mechanical,(min.0-1-8),7=826/0-6-0,(min.0-1-9) Max Horiz1=195(LC13) Max Uplift1=-116(LC16),7=-152(LC13) Max Grav1=973(LC35),7=979(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-1618/211,2-18=-1516/226,2-19=-1035/188,19-20=-1005/190,3-20=-945/212,3-21=-770/198,21-22=-772/197, 4-22=-773/197,6-7=-845/144 BOT CHORD 1-14=-377/1366,13-14=-377/1366,12-13=-377/1366,11-12=-259/842,5-8=-280/120 WEBS 2-12=-615/173,3-12=-28/406,3-11=-345/102,4-8=-731/141,6-8=-175/881,4-11=0/255,8-11=-187/664 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)0-0-0 to3-0-0, Interior(1)3-0-0 to10-5-2,Exterior(2)10-5-2 to14-8-1, Interior(1)14-8-1 to20-10-4 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=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 tobearingplatecapableofwithstanding116 lbupliftat joint1and152 lbupliftat joint7. 9)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 ClayLot11 T08 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:10 Page: 1 ID:f9ytiyvn8P4ICtdBKWZOCHyeHGH-wb4QXAq96nguWs7bwgKADbBxlbETLOyKytFzZKye4Tp DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x5 1.5x4 3x4 =3x4 =4x8 =6x6 3x5 3x4 =4x12 =4x4 2x4 12 11 10 9 8 1 16 7 6 17 2 18 19 4 521203 T2 B1 B2 B4 1-1-12 21-0-0 6-5-2 19-10-4 6-6-2 13-5-2 6-11-0 6-11-0 0-6-0 21-0-0 0-6-0 20-6-0 3-1-0 10-0-0 3-3-6 13-3-6 6-8-10 20-0-0 6-11-0 6-11-0 Scale = 1:44.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.67 Vert(LL)-0.06 12-15 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(TL)-0.16 12-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.89 Horiz(TL)0.04 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:106 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B3:2x4SPFStud WEBS 2x4SPFStud*Except*W5:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-7-8ocbracing.Except: 10-0-0ocbracing:7-9 WEBS 1 Rowatmidpt 3-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=757/Mechanical,(min.0-1-8),6=807/0-6-0,(min.0-1-8) Max Horiz1=258(LC13) Max Uplift1=-130(LC16),6=-143(LC13) Max Grav1=992(LC35),6=878(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1651/258,16-17=-1570/185,2-17=-1443/206,2-18=-898/155,18-19=-756/171,3-19=-743/186,5-6=-721/164 BOT CHORD 1-12=-537/1650,11-12=-370/1391,10-11=-370/1391,4-7=-615/231 WEBS 3-7=-711/168,5-7=-226/947,3-10=-20/460,7-10=-228/510,2-10=-821/230,2-12=0/260 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)0-0-0 to3-0-0, Interior(1)3-0-0 to13-5-2,Exterior(2)13-5-2 to17-8-1, Interior(1)17-8-1 to20-10-4 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=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 tobearingplatecapableofwithstanding130 lbupliftatjoint1and143 lbupliftat joint6. 9)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 ClayLot11 T09 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:10 Page: 1 ID:nkMUieua3IIoPJKlZ1WO_NyeHF0-wb4QXAq96nguWs7bwgKADbBtRbDBLK0KytFzZKye4Tp DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x5 1.5x4 3x4 3x4 =3x4 =3x8 =6x6 1.5x4 1.5x4 =4x12 =3x8 3x4 13 12 11 10 9 1 8 7 17 18 2 3 19 20 5 6214 T3 B1 B2 B4 3-5-2 19-10-4 1-1-12 21-0-0 8-0-2 16-5-2 8-5-0 8-5-0 0-6-0 21-0-0 0-6-0 20-6-0 2-1-0 10-6-0 3-8-10 20-0-0 5-9-6 16-3-6 8-5-0 8-5-0 Scale = 1:48.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.98 Vert(LL)0.09 13-16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(TL)-0.26 13-16 >979 180 TCDL 10.0 RepStress Incr YES WB 0.87 Horiz(TL)0.04 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:112 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W3,W2:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-9-13ocbracing.Except: 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 2-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=752/Mechanical,(min.0-1-8),7=782/0-6-0,(min.0-1-8) Max Horiz1=320(LC13) Max Uplift1=-136(LC16),7=-130(LC13) Max Grav1=950(LC35),7=875(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1565/393,17-18=-1478/174,2-18=-1352/197,2-3=-673/129,3-19=-525/144,19-20=-497/148,4-20=-393/166, 6-7=-752/203 BOT CHORD 1-13=-813/1999,12-13=-348/1322,11-12=-348/1322 WEBS 4-8=-787/189,6-8=-175/667,4-11=-50/503,8-11=-142/371,2-11=-998/279,2-13=0/345 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)0-0-0 to3-0-0, Interior(1)3-0-0 to16-5-2,Exterior(2)16-5-2 to20-10-4zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-Cfor membersand 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)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding130 lbupliftatjoint7and136 lbupliftat joint1. 9)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 ClayLot11 T10 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:10 Page: 1 ID:GZ4RKs7BoxGBG8iY69sYf5yeHDP-wb4QXAq96nguWs7bwgKADbBoYbBqLKJKytFzZKye4Tp DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 1.5x4 3x4 =3x4 3x5 =3x4 3x4 =3x4 =4x4 4x6 3x4 4x4 =3x8 =3x4 15 14 13 121110 1 9 8 19 2 20 3 4 21 6 75 T3 B1 B2 B4 0-3-6 0-5-2 19-10-4 6-4-2 13-1-0 6-4-2 19-5-2 6-8-15 6-8-15 1-1-12 21-0-0 0-8-10 20-0-0 0-6-0 20-6-0 0-6-0 21-0-0 1-9-1 8-6-0 4-7-0 13-1-0 6-2-6 19-3-6 6-8-15 6-8-15 Scale = 1:54.5 Plate Offsets(X,Y):[1:0-1-11,0-1-8], [8:Edge,0-1-8], [11:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.63 Vert(LL)-0.08 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(TL)-0.20 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.61 Horiz(TL)-0.01 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:121 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W2,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-10-14ocbracing.Except: 1 Rowatmidpt 6-9 10-0-0ocbracing:9-11 WEBS 1 Rowatmidpt 7-8,4-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=744/Mechanical,(min.0-1-8),8=759/0-6-0,(min.0-1-9) Max Horiz1=383(LC13) Max Uplift1=-128(LC16),8=-189(LC16) Max Grav1=894(LC35),8=996(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-19=-1537/296,2-19=-1407/193,2-20=-1016/144,3-20=-952/146,3-4=-807/175,4-21=-354/137,5-6=-273/185, 7-8=-922/296 BOT CHORD 1-15=-657/1421,14-15=-345/1316,13-14=-345/1316,12-13=-245/819,9-11=-206/473,6-9=-691/193 WEBS 7-9=-273/1117,2-15=0/257,2-13=-567/196,4-13=-23/479,4-12=-979/268,5-12=-63/356 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)0-0-0 to3-0-0, Interior(1)3-0-0 to19-5-2,Exterior(2)19-5-2 to20-10-4zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-Cfor membersand 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)Allplatesare3x4MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8) Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding189 lbupliftatjoint8and128 lbupliftat joint1. 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 ClayLot11 T11 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTekIndustries, Inc.Fri Sep1310:56:11 Page: 1 ID:ZFeCdJFv8Cs7JHkEVUW6OUyeHBz-OneplWros4ol80inUNrPlok3j_Zh4rkTBX?W5mye4To DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 1.5x4 3x4 =3x4 3x4 =4x8 3x4 3x5 2x4 =4x12 4x6 4x4 13 12 11 109 1 8 7 17 2 3 4 18 19 5 6 B1 B2 B4 6-4-10 19-10-4 6-6-6 13-5-10 6-11-3 6-11-3 1-1-12 21-0-0 0-6-0 21-0-0 0-6-0 20-6-0 1-6-13 8-6-0 4-11-10 13-5-10 6-6-6 20-0-0 6-11-3 6-11-3 Scale = 1:55.7 Plate Offsets(X,Y):[1:Edge,0-0-9], [6:0-2-15,0-2-0],[7:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.62 Vert(LL)0.05 13-16 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(TL)-0.15 13-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.57 Horiz(TL)0.03 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:120 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W4:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-7-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-11-9ocbracing.Except: 1 Rowatmidpt 5-8 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 6-7,4-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=744/0-6-0,(min.0-1-8),7=745/0-6-0,(min.0-1-8) Max Horiz1=419(LC13) Max Uplift1=-121(LC16),7=-221(LC16) Max Grav1=841(LC2),7=872(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1357/295,2-17=-1274/186,2-3=-786/142,3-4=-629/174,4-18=-285/138,6-7=-689/278 BOT CHORD 1-13=-679/1437,12-13=-339/1140,11-12=-339/1140,5-8=-408/319 WEBS 4-8=-711/247,6-8=-303/830,2-13=0/267,2-11=-590/210,4-11=0/436,8-11=-208/434 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)0-0-0 to3-0-0, Interior(1)3-0-0 to20-10-4zone; cantileverleftandrightexposed;endvertical leftandrightexposed;C-Cformembersand 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding221 lbupliftatjoint7and121 lbupliftat joint1. 6)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 ClayLot11 T12 5 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTekIndustries, Inc.Fri Sep1310:56:11 Page: 1 ID:HSmQIYaqnVGI2RIQafVS_ByeHBY-OneplWros4ol80inUNrPlok3z_aU4sLTBX?W5mye4To DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =5x6 1.5x4 3x4 =4x6 MT18HS3x10 =4x8 3x5 4x6 3x4 =5x12 3x8 3x4 60.00 lb/ft to20.00 lb/ft 770.00 lb 1 14 13 12 1110 2 18 9 8 3 4 5 19 20 6 7 B1 B2 B4 1-2-12 -1-2-12 5-3-8 5-3-8 7-2-8 19-10-4 7-4-4 12-7-12 1-1-12 21-0-0 0-6-0 21-0-0 0-6-0 20-6-0 2-1-12 12-7-12 5-2-8 10-6-0 5-3-8 5-3-8 7-4-4 20-0-0 Scale =1:57.3 Plate Offsets(X,Y):[2:Edge,0-1-1], [7:0-3-3,0-1-8], [11:0-3-0,0-0-8] 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 0.95 Vert(LL)0.12 12-14 >999 240 MT18HS 197/144 Snow(Pf/Pg) 15.4/20.0 Lumber DOL 1.15 BC 0.80 Vert(TL)-0.34 12-14 >725 180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.66 Horiz(TL)0.07 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:122 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E BOTCHORD 2x4SPF1650F1.5E*Except*B3,B4:2x4SPFNo.2 WEBS 2x4SPF No.2*Except*W1,W3,W4:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-3-11ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor7-10-9ocbracing.Except: 1Rowatmidpt 6-9 10-0-0ocbracing:9-11 WEBS 1Rowatmidpt 7-8,5-9,3-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1649/0-6-0,(min.0-2-15),8=1295/0-6-0,(min.0-2-5) MaxHoriz2=447(LC16) MaxUplift2=-297(LC16),8=-405(LC16) MaxGrav2=1866(LC2),8=1462(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-18=-3540/504,3-18=-3422/524,3-4=-1749/154,4-5=-1364/154,5-19=-358/0,6-7=-288/88,7-8=-1146/321 BOTCHORD 2-14=-833/3123,13-14=-833/3123,12-13=-833/3123,11-12=-34/327,6-9=-607/294 WEBS 5-9=-1524/414,7-9=-427/1365,3-12=-1846/481,5-12=-35/719,9-12=-352/1061 NOTES 1) 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to20-10-4zone; cantilever leftexposed ; end vertical leftexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 2)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=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 5)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding405 lbupliftat joint8and297 lbupliftat joint2. 8)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)870 lbdownand229 lbupat5-3-8on top chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,11-15=-20,10-11=-20,8-9=-20 ConcentratedLoads(lb) Vert:3=-770 TrapezoidalLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T13 2 11904258-12T Jack-Closed JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:11 Page: 1 ID:g5eGGKyvXjtxU3z?ng?LfWyeH5u-OneplWros4ol80inUNrPlok_m_UZ4qtTBX?W5mye4To Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. Vert:3=-111-to-4=-93,4=-93-to-5=-92,5=-92-to-19=-84,19=-84-to-20=-82,20=-82-to-6=-74,6=-74-to-7=-71 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T13 2 11904258-12T Jack-Closed Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.FriSep1310:56:11 Page: 2 ID:g5eGGKyvXjtxU3z?ng?LfWyeH5u-OneplWros4ol80inUNrPlok_m_UZ4qtTBX?W5mye4To DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =5x6 1.5x4 3x4 =4x6 MT18HS3x10 =5x8 3x4 =4x10 3x5 5x6 =6x6 1.5x4 60.00 lb/ft to20.00 lb/ft 770.00 lb 1 14 13 12 11 10 2 18 89 3 4 5 19 20 6 7 B1 B2 B4 1-2-12 -1-2-12 5-3-8 5-3-8 7-2-8 19-10-4 7-4-4 12-7-12 2-1-12 22-0-0 0-6-0 22-0-0 1-7-12 12-7-12 1-6-0 21-6-0 5-3-8 5-3-8 5-8-8 11-0-0 7-4-4 20-0-0 Scale = 1:58.6 Plate Offsets(X,Y):[2:Edge,0-1-1], [9:0-6-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.96 Vert(LL)0.13 12-14 >999 240 MT18HS 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.84 Vert(TL)-0.37 12-14 >717 180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.62 Horiz(TL)0.08 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:126 lb FT=20% LUMBER TOP CHORD 2x4SPF1650F1.5E BOT CHORD 2x4SPF1650F1.5E*Except*B3,B4:2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W4:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-2-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-8-6ocbracing.Except: 10-0-0ocbracing:9-11 WEBS 1 Rowatmidpt 5-9,6-8,3-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1717/0-6-0,(min.0-3-1),8=1359/0-6-0,(min.0-2-6) Max Horiz2=467(LC16) Max Uplift2=-306(LC16),8=-409(LC16) Max Grav2=1943(LC2),8=1531(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-18=-3701/524,3-18=-3583/543,3-4=-1916/176,4-5=-1528/175,5-19=-555/0,19-20=-370/0,6-20=-331/0 BOT CHORD 2-14=-871/3267,13-14=-871/3267,12-13=-871/3267,6-9=-212/1145,8-9=-92/319 WEBS 5-9=-1493/409,6-8=-1530/441,3-12=-1841/480,5-12=-28/681,9-12=-420/1358 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 to21-10-4 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=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)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding409 lbupliftatjoint8and306 lbupliftat joint2. 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)870 lbdownand229lbupat5-3-8on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1) Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,11-15=-20,10-11=-20,8-9=-20 ConcentratedLoads(lb) Vert:3=-770 TrapezoidalLoads(lb/ft) Vert:3=-111-to-4=-94,4=-94-to-5=-93,5=-93-to-19=-83,19=-83-to-20=-81,20=-81-to-6=-75,6=-75-to-7=-71 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T14 2 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:12 Page: 1 ID:tN1r7bk6vuO4cfiFu28p6WyeH3b-s_CByssQdOwclAHz25NeI0H9MOpBpIldQBk3dDye4Tn DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T14 2 11904258-12T Jack-Closed Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:12 Page: 2 ID:tN1r7bk6vuO4cfiFu28p6WyeH3b-s_CByssQdOwclAHz25NeI0H9MOpBpIldQBk3dDye4Tn DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 1.5x4 3x4 =4x4 3x4 =3x4 1.5x4 6 5 4 1 7 2 8 9 3 B1 5-3-3 5-3-3 6-1-5 11-4-8 5-3-3 5-3-3 6-1-5 11-4-8 Scale = 1:40.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.41 Vert(LL)0.08 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(TL)-0.11 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.50 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:51 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-0-12ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=392/0-6-0,(min.0-1-8),6=392/Mechanical,(min.0-1-8) Max Horiz6=226(LC16) Max Uplift4=-163(LC16),6=-70(LC13) Max Grav4=443(LC2),6=443(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-7=-563/337,2-7=-453/355,1-6=-406/257 BOT CHORD 4-5=-484/472 WEBS 2-5=-253/230,2-4=-536/550,1-5=-264/476 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)1-11-4 to4-11-4, Interior(1)4-11-4 to13-0-4 zone;porch leftandrightexposed;C-Cformembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60 plategripDOL=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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5) Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding70 lbupliftat joint6and163 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 ClayLot11 T15 3 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:12 Page: 1 ID:wGZOMaWCXtGF3b4KHeXBjlyeHJM-s_CByssQdOwclAHz25NeI0HHyOx8pKddQBk3dDye4Tn DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 4x6 =4x4 =6x6 =4x6 =4x4 =4x4 =4x4 =4x8 =4x8 2x4 =4x8 =4x8 =4x4 =4x4 =4x8 =4x4 =4x8 =5x8 2x4 20 36 19 37 38 1839 40 41 17 4216 43 4415 45 14 46 13 47 48 1249 50 51 11 1 21 324 25 26 4 27 5 286 29 30 31 7 32 8 933 34 351023222 T2 T4T3 B1 B3B2 3-8-10 3-8-10 5-4-2 9-0-12 5-5-14 25-6-7 5-5-14 31-0-6 5-5-14 14-6-11 5-5-14 20-0-9 5-7-10 36-8-0 3-6-143-6-14 5-5-1431-0-65-5-1425-6-75-5-149-0-12 5-5-1414-6-11 5-5-1420-0-9 5-7-1036-8-0 Scale=1:62.5 PlateOffsets(X,Y):[2:0-3-0,0-0-12], [12:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.22 Vert(LL)0.32 15-17 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.63 Vert(TL)-0.52 15-17 >836 180 TCDL 10.0 RepStress Incr NO WB 0.80 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:410 lb FT=20% LUMBER TOP CHORD 2x6SP2400F2.0E*Except*T1:2x4SPFNo.2 BOT CHORD 2x6SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-3-11ocbracing. REACTIONS (lb/size)11=1473/0-6-0,(min.0-1-8),20=1438/0-6-0,(min.0-1-8) Max Horiz20=92(LC11) Max Uplift11=-801(LC9),20=-761(LC9) Max Grav11=1766(LC30),20=1613(LC30) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-21=-2470/1188,2-21=-2428/1176,2-22=-4994/2332,22-23=-4995/2332,3-23=-5002/2332,3-24=-6283/2982, 24-25=-6283/2982,25-26=-6283/2982,4-26=-6283/2982,4-27=-6374/3096,5-27=-6374/3096,5-28=-6374/3096, 6-28=-6374/3096,6-29=-6374/3096,29-30=-6374/3096,30-31=-6374/3096,7-31=-6374/3096,7-32=-5527/2630, 8-32=-5527/2630,8-9=-5527/2630,9-33=-3511/1625,33-34=-3511/1625,34-35=-3511/1625,10-35=-3511/1625, 10-11=-1689/788,1-20=-1564/767 BOTCHORD 19-37=-1128/2229,37-38=-1128/2229,18-38=-1128/2229,18-39=-2367/4993,39-40=-2367/4993,40-41=-2367/4993, 17-41=-2367/4993,17-42=-3013/6283,16-42=-3013/6283,16-43=-3013/6283,43-44=-3013/6283,15-44=-3013/6283, 15-45=-2642/5527,14-45=-2642/5527,14-46=-2642/5527,13-46=-2642/5527,13-47=-1628/3511,47-48=-1628/3511, 12-48=-1628/3511 WEBS 1-19=-987/2088,2-19=-365/238,10-12=-1713/3734,2-18=-1377/3046,3-18=-1182/589,3-17=-711/1420,4-17=-444/286, 4-15=-124/252,6-15=-342/250,7-15=-517/949,7-13=-749/435,9-13=-1101/2190,9-12=-1364/689 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. 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 leftandrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategripDOL=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)Provideadequatedrainage topreventwaterponding. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding801 lbupliftat joint11and761lbupliftat joint20. 10)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T16 1 21904258-12T HalfHip Girder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:17 Page: 1 ID:fdn7UTum_apqz0JSJRKYK3yeH0p-s_CByssQdOwclAHz25NeI0HKwOtTpFxdQBk3dDye4Tn Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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) Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)50 lbdownand76 lbupat1-8-9,93lbdownand142 lbupat3-8-10,77 lbdownand61 lbupat5-8-2,77lbdownand61 lbupat7-8-2,77 lbdownand61 lbupat9-8-2,77 lbdownand61 lbupat11-8-2,77 lbdownand61lbupat13-8-2,77 lbdownand61 lbupat15-8-2,77 lbdownand61 lbupat17-8-2,77 lbdownand61 lbupat19-8-2,77 lbdownand61 lbupat21-8-2,77 lbdownand61 lbupat23-8-2, 77 lbdownand61 lbupat25-8-2,77 lbdownand61 lbupat27-8-2,77 lbdownand61 lbupat29-8-2,77 lbdownand61lbupat31-8-2,and77lbdownand61 lbupat 33-8-2,and75 lbdownand61 lbupat35-8-2ontop chord,and4lbdownat1-8-9,30lbdownand22lbupat3-8-10,20lbdownand22 lbupat5-8-2,20 lbdownand22 lbupat7-8-2,20 lbdownand22lbupat9-8-2,20 lbdownand22 lbupat11-8-2,20 lbdownand22 lbupat13-8-2,20 lbdownand22 lbupat15-8-2,20 lbdownand22 lbupat17-8-2,20 lbdownand22 lbupat19-8-2,20 lbdownand22 lbupat21-8-2,20 lbdownand22 lbupat23-8-2,20 lbdownand22 lbupat25-8-2,20 lbdownand 22 lbupat27-8-2,20 lbdownand22 lbupat29-8-2,20 lbdownand22 lbupat31-8-2,and20 lbdownand22 lbupat33-8-2,and21 lbdownand22lbupat35-8-2on bottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-10=-61,11-20=-20 ConcentratedLoads(lb) Vert:19=1,13=0,36=-1,37=0,38=0,39=0,40=0,41=0,42=0,43=0,44=0,45=0,46=0,47=0,48=0,49=0,50=0,51=-2 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T16 1 21904258-12T HalfHipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:17 Page: 2 ID:fdn7UTum_apqz0JSJRKYK3yeH0p-s_CByssQdOwclAHz25NeI0HKwOtTpFxdQBk3dDye4Tn DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 =3x6 4x6 =3x4 =6x6 =4x6 =4x4 =MT18HS3x10 2x4 =3x8 =4x8 =4x4 =6x6 =4x6 =5x8 =5x8 =3x4 17 16 15 14 13 12 11 10 1 18 2 19 4 5 6 7 8 22 921203 T2 T3 B1 B3B2 3-5-3 3-5-3 3-5-11 6-10-14 5-9-11 12-8-9 5-11-7 18-8-0 5-11-7 24-7-6 5-11-7 30-6-13 6-1-3 36-8-0 5-11-7 18-8-0 5-11-7 24-7-6 5-11-7 12-8-9 5-11-7 30-6-13 6-1-3 36-8-0 6-9-2 6-9-2 Scale =1:62.5 Plate Offsets(X,Y):[3:0-3-4,0-0-12], [10:Edge,0-1-8],[11:0-3-8,0-2-8], [12:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.76 Vert(LL)-0.26 13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.90 Vert(TL)-0.56 13-15 >773 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.82 Horiz(TL)0.16 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:177 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T1:2x4SPFNo.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-5-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-2-15ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1463/0-6-0,(min.0-2-13),17=1408/0-6-0,(min.0-2-6) MaxHoriz17=162(LC13) MaxUplift10=-305(LC13),17=-200(LC13) Max Grav10=1789(LC34),17=1508(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-19=-2456/385,3-19=-2421/401,3-20=-3587/605,20-21=-3588/604,4-21=-3595/603,4-5=-3908/665,5-6=-3908/665, 6-7=-3908/665,7-8=-3449/600,8-22=-2266/405,9-22=-2266/405,9-10=-1732/332 BOTCHORD 16-17=-498/1843,15-16=-442/2213,14-15=-667/3587,13-14=-667/3587,12-13=-651/3457,11-12=-425/2266 WEBS 2-17=-2145/366,2-16=-64/450,9-11=-472/2704,4-15=-868/261,3-15=-331/1688,4-13=-111/423,5-13=-398/171, 7-13=-99/543,7-12=-686/220,8-12=-269/1429,8-11=-1386/344 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 to3-9-12, Interior(1)3-9-12 to6-10-14,Exterior(2)6-10-14 to12-1-2, Interior(1)12-1-2 to36-6-4 zone;cantilever leftandrightexposed ; end verticalleft 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)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding305 lbupliftatjoint10and200lbupliftat joint17. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T17 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:18 Page: 1 ID:c40bAOkgV5euMmgvQ8azApyeH?j-h8ZSDvxBDEgmU5k7OMU2XHXDzpreDz7Vo6BOrsye4Th DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 4x6 =6x6 3x4 =3x4 =6x6 =3x6 =3x5 =3x4 =4x6 1.5x4 =4x8 =3x6 =4x4 =6x6 =4x8 =3x4 17 16 15 14 13 12 11 10 9 1 18 19 2 4 22 5 23 6 7 24 821203 T2 T3 B1 B3B2 4-11-7 4-11-7 4-11-7 9-10-14 6-6-9 16-5-7 6-8-5 23-1-11 6-8-5 29-10-0 6-10-0 36-8-0 4-9-11 9-9-2 4-11-7 4-11-7 6-8-5 23-1-11 6-8-5 16-5-7 6-8-5 29-10-0 6-10-0 36-8-0 Scale =1:62.5 Plate Offsets(X,Y):[9: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 0.92 Vert(LL)-0.20 11-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.76 Vert(TL)-0.45 11-13 >972 180 TCDL 10.0 RepStress Incr YES WB 0.90 Horiz(TL) 0.11 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:169 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-11-13ocbracing. WEBS 1Rowatmidpt 8-9,4-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1456/0-6-0,(min.0-2-13),17=1385/0-6-0,(min.0-2-5) MaxHoriz17=229(LC15) MaxUplift9=-303(LC13),17=-154(LC13) Max Grav9=1807(LC34),17=1455(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-18=-2200/347,18-19=-2165/349,2-19=-2152/363,2-3=-2324/400,3-20=-2829/469,20-21=-2830/468,4-21=-2832/468, 4-22=-2669/431,5-22=-2669/431,5-23=-2669/431,6-23=-2669/431,6-7=-2669/431,7-24=-1813/321,8-24=-1813/321, 8-9=-1745/332,1-17=-1397/268 BOTCHORD 16-17=-303/305,15-16=-547/1937,14-15=-471/2068,13-14=-471/2068,12-13=-540/2829,11-12=-540/2829, 10-11=-354/1813 WEBS 2-15=-271/210,3-15=-12/273,3-13=-220/1005,8-10=-396/2330,4-13=-521/227,5-11=-451/185,7-11=-205/1116, 7-10=-1353/347,1-16=-248/1833 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 to3-9-12, Interior(1)3-9-12 to9-10-14,Exterior(2)9-10-14 to15-1-2, Interior(1)15-1-2 to36-6-4 zone;cantilever leftandrightexposed ; end verticalleft 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding303 lbupliftatjoint9and154 lbupliftat joint17. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T18 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:19 Page: 1 ID:PbIJ545_a?CDGk4OLbahaxyeGyg-9K7qQFxp_Yod5EJJy3?H4U3LBDE3yO7f1mxxNJye4Tg DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 6x6 =6x6 3x4 =3x4 =6x6 =3x6 1.5x4 =3x10 =3x6 =3x6 =3x4 =5x6 =5x6 =3x5 15 14 13 12 11 10 9 8 1 16 17 18 2 19 4 5 6 22 721203 T2 T3 B1 B3B2 6-5-7 6-5-7 6-5-7 12-10-14 7-9-5 20-8-3 7-11-1 28-7-3 8-0-13 36-8-0 6-3-11 12-9-2 6-5-7 6-5-7 7-11-1 20-8-3 7-11-1 28-7-3 8-0-13 36-8-0 Scale =1:62.5 Plate Offsets(X,Y):[8: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 0.86 Vert(LL)-0.14 11 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(TL)-0.40 11-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.78 Horiz(TL)0.08 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:172 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T1:2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W6,W4:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-7-15ocbracing. WEBS 1Rowatmidpt 7-8,3-11,6-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1447/0-6-0,(min.0-2-14),15=1364/0-6-0,(min.0-2-5) MaxHoriz15=291(LC15) MaxUplift8=-299(LC13),15=-156(LC16) Max Grav8=1824(LC34),15=1472(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-16=-2271/331,16-17=-2194/340,17-18=-2172/346,2-18=-2119/360,2-19=-2116/352,3-19=-2042/383, 3-20=-2257/407,20-21=-2258/407,4-21=-2260/407,4-5=-2257/406,5-6=-2257/406,6-22=-1651/313,7-22=-1651/313, 7-8=-1752/334,1-15=-1405/268 BOTCHORD 14-15=-382/401,13-14=-589/1962,12-13=-473/1866,11-12=-473/1866,10-11=-332/1651,9-10=-332/1651 WEBS 3-13=-22/425,7-9=-361/2180,3-11=-167/531,4-11=-744/245,6-11=-178/813,6-9=-1286/351,1-14=-209/1763, 2-13=-517/198 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 to3-9-12, Interior(1)3-9-12 to12-10-14,Exterior(2)12-10-14 to18-1-2, Interior(1)18-1-2 to36-6-4zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding299 lbupliftatjoint8and156 lbupliftat joint15. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T19 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:19 Page: 1 ID:rcjHrQ_rrxs5zi?NULNHuryeGwE-9K7qQFxp_Yod5EJJy3?H4U3M7DGOyQ?f1mxxNJye4Tg DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 4x4 4x6 =4x6 3x4 3x8 =3x6 =3x4 =6x6 =3x6 1.5x4 =4x8 =3x6 =3x4 =5x6 =5x6 =3x4 16 15 14 13 12 11 10 9 1 1718 2 19 3 5 6 7 21 8204 T3 T4 B1 B3B2 6-9-5 22-8-3 6-11-1 29-7-3 7-11-7 7-11-7 7-11-7 15-10-14 7-0-13 36-8-0 6-11-1 22-8-3 6-11-1 29-7-3 7-0-13 36-8-0 7-9-11 15-9-2 7-11-7 7-11-7 Scale =1:62.5 Plate Offsets(X,Y):[1:0-3-0,0-1-8], [9: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 0.86 Vert(LL)-0.10 11-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.67 Vert(TL)-0.31 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.67 Horiz(TL)0.07 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:185 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T3,T4:2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-5-15ocbracing. WEBS 1Rowatmidpt 8-9,4-11,5-11,7-10,2-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1435/0-6-0,(min.0-2-12),16=1346/0-6-0,(min.0-2-5) MaxHoriz16=354(LC13) MaxUplift9=-294(LC13),16=-182(LC16) Max Grav9=1755(LC34),16=1476(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-17=-2366/326,17-18=-2282/328,2-18=-2192/351,2-19=-1829/329,3-19=-1788/331,3-4=-1748/366,4-20=-1682/367, 5-20=-1685/367,5-6=-1682/366,6-7=-1682/366,7-21=-1172/285,8-21=-1172/285,8-9=-1693/323,1-16=-1400/267 BOTCHORD 15-16=-463/502,14-15=-612/2041,13-14=-612/2041,12-13=-461/1568,11-12=-461/1568,10-11=-276/1172 WEBS 4-13=-45/531,8-10=-317/1843,4-11=-330/218,5-11=-646/215,7-11=-198/813,7-10=-1287/351,2-13=-732/251, 1-15=-150/1785 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 to3-9-12, Interior(1)3-9-12 to15-10-14,Exterior(2)15-10-14 to21-1-2, Interior(1)21-1-2 to36-6-4zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding294 lbupliftatjoint9and182 lbupliftat joint16. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T20 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:20 Page: 1 ID:n4ylXLqlMRg9NTLqa2ehkbyeGv8-9K7qQFxp_Yod5EJJy3?H4U3M7DFSySif1mxxNJye4Tg DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 5x6 3x6 =6x6 3x4 =3x4 3x4 =3x6 =3x4 =6x6 =3x6 =3x4 =3x4 =3x6 =6x8 1.5x4 =6x6 =5x6 4x6 3x4 20 19 18 17 16 15 14 13 12 11 1 21 2 3 22 4 23 24 10 6 25 7 8 95 T3 T4 B1 B1B2 5-3-824-2-6 5-3-834-11-25-5-429-7-106-2-712-6-116-4-36-4-3 6-4-318-10-14 1-8-1436-8-0 1-7-2 36-8-0 5-5-4 35-0-14 5-5-4 24-2-6 5-5-4 29-7-10 6-2-7 12-6-11 6-2-7 18-9-2 6-4-3 6-4-3 Scale =1:62.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.64 Vert(LL)-0.11 18 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.57 Vert(TL)-0.29 16-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.80 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:228 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W2,W4,W5:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-3-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-1-0ocbracing. WEBS 1Rowatmidpt 4-16,5-14,9-12,10-11,6-13,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1406/0-6-0,(min.0-2-8),20=1330/0-6-0,(min.0-2-5) MaxHoriz20=351(LC16) MaxUplift11=-217(LC13),20=-178(LC16) Max Grav11=1582(LC37),20=1476(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-21=-2339/254,2-21=-2256/258,2-3=-2212/272,3-22=-2118/279,4-22=-1913/309,4-23=-1566/277,23-24=-1556/280, 5-24=-1474/310,5-6=-1260/280,6-25=-912/199,7-25=-912/199,7-8=-912/199,8-9=-915/201,1-20=-1411/215, 10-11=-1538/286 BOTCHORD 19-20=-403/297,18-19=-531/2036,17-18=-415/1806,16-17=-415/1806,15-16=-296/1316,14-15=-296/1316, 13-14=-249/1257 WEBS 4-16=-802/252,5-16=-118/719,5-14=-463/155,9-13=-269/1440,9-12=-1418/322,10-12=-252/1457,6-14=-75/514, 6-13=-775/168,8-13=-512/167,1-19=-139/1862,3-18=-272/162,4-18=-13/361 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 to3-9-12, Interior(1)3-9-12 to18-10-14,Exterior(2)18-10-14 to24-2-6, Interior(1)24-2-6 to34-11-2,Exterior(2)34-11-2 to36-6-4 zone; cantileverleft exposed ; end vertical leftexposed;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 than 0.500/12 inaccordance with IBC1608.3.4. 4) Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)Allplatesare3x4MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding178 lbupliftatjoint20and217lbupliftat joint11. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T21 1 11904258-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:20 Page: 1 ID:zHDc6MnJljdyLcu?i8YDRGyeGtv-dWhCebyRlrwUjOuWWmWWdicbKddGhswoFQgUvlye4Tf DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 4x4 4x6 =5x6 3x4 3x6 =3x4 3x4 =3x6 =3x5 =6x6 =3x6 =5x8 1.5x4 =6x6 =4x6 4x6 2x4 17 16 15 14 13 12 11 10 9 1 18 2 3 19 4 20 8 236 21 22 75 T3 B1 B3B2 5-0-2 31-11-2 5-0-2 26-11-0 7-2-7 14-8-7 7-2-7 21-10-14 7-5-15 7-5-15 4-8-14 36-8-0 4-7-2 36-8-0 5-1-14 32-0-14 5-1-14 26-11-0 7-0-11 21-9-2 7-2-7 14-8-7 7-5-15 7-5-15 Scale =1:62.5 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 0.82 Vert(LL)-0.12 15-16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(TL)-0.32 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.60 Horiz(TL)0.08 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:220 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-9-6ocbracing. WEBS 1Rowatmidpt 2-15,4-13,5-11,6-11,7-10,8-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1361/0-6-0,(min.0-2-5),17=1314/0-6-0,(min.0-2-5) MaxHoriz17=377(LC16) MaxUplift9=-160(LC16),17=-193(LC16) Max Grav9=1475(LC38),17=1484(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-18=-2382/276,2-18=-2299/298,2-3=-2054/268,3-19=-1994/278,4-19=-1844/303,4-20=-1428/269,5-20=-1272/303, 5-6=-904/276,6-21=-904/276,21-22=-902/276,7-22=-901/276,7-23=-514/171,8-23=-620/158,1-17=-1411/232, 8-9=-1435/339 BOTCHORD 16-17=-449/336,15-16=-569/2063,14-15=-399/1752,13-14=-399/1752,12-13=-233/1132,11-12=-233/1132, 10-11=-100/511 WEBS 2-15=-421/200,4-15=-21/458,4-13=-930/292,5-13=-145/825,5-11=-681/190,6-11=-521/168,7-11=-211/1010, 7-10=-943/265,1-16=-121/1836,8-10=-221/1158 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 to3-9-12, Interior(1)3-9-12 to21-10-14,Exterior(2)21-10-14 to26-11-0, Interior(1)26-11-0 to31-11-2,Exterior(2)31-11-2 to36-6-4 zone; cantilever leftexposed ; end vertical leftexposed;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 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 withstanding193 lbupliftatjoint17and160lbupliftat joint9. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T22 1 11904258-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:20 Page: 1 ID:H9C6jOH15Jo7mvXucFnqbvyeGtG-dWhCebyRlrwUjOuWWmWWdicYWdcdhv2oFQgUvlye4Tf DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 4x4 6x6 =6x6 3x4 3x6 =3x4 3x4 =3x6 =3x5 =5x6 =3x6 =5x8 1.5x4 =5x6 =5x6 5x6 2x4 17 16 15 14 13 12 11 10 9 1 18 2 3 19 4 20 8 5 21 622 7 T3 B1 B3B2 6-1-0 26-11-0 6-1-0 33-0-0 6-10-3 13-11-13 6-10-3 20-10-0 7-1-11 7-1-11 3-8-0 36-8-0 3-6-4 36-8-0 6-2-12 33-1-12 6-2-12 26-11-0 6-8-7 20-8-4 6-10-3 13-11-13 7-1-11 7-1-11 Scale =1:62.5 Plate Offsets(X,Y):[5:0-3-0,0-2-0], [7:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.75 Vert(LL)-0.11 15-16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.60 Vert(TL)-0.30 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.79 Horiz(TL)0.08 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:216 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-10-9ocbracing. WEBS 1Rowatmidpt 4-13,5-11,6-11,7-10,8-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1377/0-6-0,(min.0-2-5),17=1320/0-6-0,(min.0-2-5) MaxHoriz17=370(LC16) MaxUplift9=-153(LC13),17=-188(LC16) Max Grav9=1455(LC2),17=1481(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-18=-2369/267,2-18=-2286/288,2-3=-2074/277,3-19=-2030/280,4-19=-1864/310,4-20=-1474/279,5-20=-1323/312, 5-21=-952/274,6-21=-952/274,6-22=-952/274,7-22=-952/274,7-8=-499/141,1-17=-1409/225,8-9=-1431/333 BOTCHORD 16-17=-435/327,15-16=-556/2055,14-15=-399/1768,13-14=-399/1768,12-13=-253/1173,11-12=-253/1173, 10-11=-85/429 WEBS 2-15=-374/187,4-15=-20/422,4-13=-900/282,5-13=-136/809,5-11=-648/184,6-11=-617/205,7-11=-228/1102, 7-10=-1051/290,1-16=-126/1840,8-10=-237/1226 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 to3-9-12, Interior(1)3-9-12 to20-10-0,Exterior(2)20-10-0 to26-0-4, Interior(1)26-0-4 to33-0-0,Exterior(2)33-0-0 to36-6-4 zone; cantilever left exposed ; end vertical leftexposed;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 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 withstanding188 lbupliftatjoint17and153lbupliftat joint9. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T23 1 11904258-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:21 Page: 1 ID:9l0vGByX8CjKtMESKJHkKVyeGsP-6iFbrxz3W92KLYTi3U1l9v8kL0y0QJKyU4Q2RBye4Te DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 4x6 =6x8 5x6 3x4 3x4 =6x10 3x6 4x8 2x4 =8x8 2x4 3x4 =4x4 =8x8 =3x6 =5x8 2x4 =5x8 =6x6 6x6 MT18HS3x10 0.00 lb/ft to20.00lb/ft 770.00 lb 22 21 20 16 15 14 13 12 11 1 19 18 17 2 3 23 4 5 24 6 25 10 827 28 9267 T3 B1 B5 B6 B3 1-1-4 2-4-4 1-3-0 1-3-0 6-1-0 26-11-0 6-1-0 33-0-0 5-10-4 20-10-0 6-3-12 8-8-0 6-3-12 14-11-12 3-8-0 36-8-0 1-3-01-3-0 1-3-02-6-0 1-11-1222-8-0 3-9-1236-8-04-3-026-11-05-10-420-8-4 5-11-432-10-46-2-08-8-0 6-2-014-10-0 Scale=1:64.2 PlateOffsets(X,Y):[2:0-2-8,0-1-12], [7:0-2-12,0-1-4], [9:0-5-8,0-2-12], [17:0-2-4,0-3-12], [19:0-4-0,0-4-0] 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 0.90 Vert(LL)0.18 18-19 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.84 Vert(TL)-0.42 17-18 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.99 Horiz(TL)0.25 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:255 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T3:2x6SP2400F2.0E,T4:2x6SPFNo.2 BOT CHORD 2x4SPFNo.2*Except*B3:2x6SPFNo.2 WEBS 2x4SPFNo.2*Except*W6,W7,W10,W1,W5,W3,W4,W2:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-0-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 9-5-11ocbracing:21-22 8-7-10ocbracing:18-19 8-9-11ocbracing:17-18. WEBS 1Rowatmidpt 7-15,7-13,8-13,9-12 WEBS 2Rowsat1/3pts 10-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=2102/0-6-0,(min.0-3-7),22=1404/0-6-0,(min.0-2-7) Max Horiz22=379(LC16) Max Uplift11=-303(LC13),22=-206(LC16) Max Grav11=2173(LC2),22=1560(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1229/159,2-3=-3744/929,3-23=-3826/1027,4-23=-3788/1035,4-5=-3710/1054,5-24=-2441/391,6-24=-2433/424, 6-25=-2443/525,7-25=-2315/554,7-26=-1153/330,8-26=-1156/329,8-27=-1152/328,27-28=-1152/328,9-28=-1152/328, 9-10=-799/214,1-22=-1463/197,10-11=-2142/524 BOTCHORD 21-22=-392/196,20-21=-136/351,18-19=-705/2768,17-18=-705/2768,6-17=-557/244,14-15=-291/1328, 13-14=-291/1328,12-13=-143/650 WEBS 5-19=-590/855,5-18=0/358,5-17=-814/290,15-17=-269/1217,7-17=-429/1501,7-13=-540/160,8-13=-682/218, 9-13=-217/1059,9-12=-1600/443,10-12=-406/1825,2-19=-699/2297,2-21=-1636/478,19-21=-496/990,1-21=-143/1269 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)0-1-12 to3-9-12, Interior(1)3-9-12 to20-10-0,Exterior(2)20-10-0 to26-0-4, Interior(1)26-0-4to33-0-0,Exterior(2)33-0-0 to36-6-4 zone;C-C formembers and 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 than 0.500/12 inaccordancewith IBC1608.3.4. 4) Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding206 lbupliftat joint22and303lbupliftat joint11. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T24 4 11904258-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:21 Page: 1 ID:Ibxyqi7?3J3QdQjI4u1jIAyeGqt-6iFbrxz3W92KLYTi3U1l9v8h00uHQGCyU4Q2RBye4Te Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)770 lbdownand201 lbupat32-7-15on top chord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-7=-51,7-28=-61,20-22=-20,17-19=-20,11-16=-20 ConcentratedLoads(lb) Vert:28=-770 TrapezoidalLoads(lb/ft) Vert:28=-61-to-9=-63,9=-53-to-10=-71 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T24 4 11904258-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:21 Page: 2 ID:Ibxyqi7?3J3QdQjI4u1jIAyeGqt-6iFbrxz3W92KLYTi3U1l9v8h00uHQGCyU4Q2RBye4Te DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 4x6 =4x10 4x8 3x4 3x4 =6x10 3x6 4x8 2x4 =8x8 2x4 2x4 =3x6 =4x4 =8x8 =5x8 2x4 =5x8 =5x6 6x6 MT18HS3x10 770.00 lb 0.00 lb/ft to20.00 lb/ft 22 21 20 16 15 14 13 12 11 1 19 18 17 2 3 23 4 5 24 6 25 10 2728 29 98267 T3 B1 B5 B6 B3 1-1-4 2-4-4 1-3-01-3-0 6-1-026-11-0 6-1-033-0-05-10-420-10-06-3-128-8-0 6-3-1214-11-12 2-8-035-8-0 1-0-4 20-8-4 1-3-0 1-3-0 1-3-0 2-6-0 2-9-12 35-8-0 4-10-0 19-8-0 5-11-4 32-10-4 6-2-0 8-8-0 6-2-12 26-11-0 6-2-0 14-10-0 Scale=1:62.7 PlateOffsets(X,Y):[7:0-2-12,0-1-4], [9:0-5-12,0-2-12], [10:Edge,0-2-12], [12:0-2-8,0-1-12], [17:0-2-4,0-3-12], [19:0-4-4,0-3-12] 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 0.86 Vert(LL)0.18 18-19 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.81 Vert(TL)-0.40 17-18 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.98 Horiz(TL)0.23 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:252 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T3:2x6SP2400F2.0E,T4:2x6SPFNo.2 BOT CHORD 2x4SPFNo.2*Except*B3:2x6SPFNo.2 WEBS 2x4SPFNo.2*Except*W6,W7,W10,W1,W5,W3,W4,W2:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 9-4-3ocbracing:21-22 8-8-5ocbracing:18-19 8-10-6ocbracing:17-18. WEBS 1Rowatmidpt 7-14,7-13,8-13,9-12 WEBS 2Rowsat1/3pts 10-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=2079/0-6-0,(min.0-3-6),22=1346/0-6-0,(min.0-2-6) Max Horiz22=391(LC16) Max Uplift11=-323(LC13),22=-194(LC16) Max Grav11=2142(LC2),22=1503(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1266/161,2-3=-3602/913,3-23=-3685/1011,4-23=-3646/1019,4-5=-3569/1038,5-24=-2311/345,6-24=-2302/378, 6-25=-2313/478,7-25=-2185/507,7-26=-1013/279,8-26=-1016/279,8-27=-1013/278,27-28=-1013/278, 28-29=-1013/278,9-29=-1013/278,9-10=-583/156,1-22=-1417/189,10-11=-2117/507 BOTCHORD 21-22=-402/202,20-21=-138/341,18-19=-695/2647,17-18=-695/2646,6-17=-557/244,13-14=-274/1217, 12-13=-105/470 WEBS 5-19=-598/849,5-18=0/356,5-17=-809/291,14-17=-253/1113,7-17=-428/1479,7-13=-604/173,8-13=-686/219, 9-13=-240/1132,9-12=-1722/468,10-12=-419/1868,2-19=-706/2207,2-21=-1650/508,19-21=-523/1051, 1-21=-137/1256 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)0-1-12 to3-8-9, Interior(1)3-8-9 to20-10-0,Exterior(2)20-10-0 to25-10-8, Interior(1)25-10-8to33-0-0,Exterior(2)33-0-0 to35-6-4 zone;C-C formembers and 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 than 0.500/12 inaccordancewith IBC1608.3.4. 4) Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding194 lbupliftat joint22and323lbupliftat joint11. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T25 2 11904258-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:22 Page: 1 ID:cykjDEciG5z7ps2Rzw1UabyeGam-avpz3G_hHSAByi1udBY_i7htNQFz9jc5jk9b_eye4Td Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)770 lbdownand201 lbupat32-7-8ontop 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:1-7=-51,7-29=-61,20-22=-20,17-19=-20,11-16=-20 ConcentratedLoads(lb) Vert:29=-770 TrapezoidalLoads(lb/ft) Vert:29=-60-to-9=-63,9=-53-to-10=-71 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T25 2 11904258-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:22 Page: 2 ID:cykjDEciG5z7ps2Rzw1UabyeGam-avpz3G_hHSAByi1udBY_i7htNQFz9jc5jk9b_eye4Td DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =3x4 4x6 =4x10 6x6 3x4 3x4 =6x12 3x8 4x8 2x4 =8x10 2x4 3x4 =5x6 5x10 =4x8 1.5x4 =4x8 =5x6 =4x4 3x5 =6x6 6x6 3x4 24 23 22 18 17 16 15 14 13 12 1 21 20 19 2 3 25 4 526 11 31 1027 306 7 828 29 9T3 B1 B5 B6 B3 1-1-4 2-4-4 1-3-01-3-0 6-1-026-11-0 6-1-033-0-05-10-420-10-06-3-128-8-0 6-3-1214-11-12 3-0-1543-4-07-3-140-3-1 1-3-01-3-0 1-3-02-6-0 2-5-029-4-0 3-0-1543-4-03-9-1233-1-125-10-420-8-46-2-08-8-0 6-2-1226-11-06-2-014-10-0 7-1-540-3-1 Scale =1:74.2 Plate Offsets(X,Y):[7:0-7-8,0-2-8], [9:0-3-0,0-2-0], [19:0-3-0,0-3-12], [21:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)-0.21 6 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(TL)-0.50 19-20 >999 180 TCDL 10.0 RepStress Incr YES WB 0.92 Horiz(TL)0.28 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:283 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B3,B5,B6:2x6SPF No.2 WEBS 2x4SPF No.2*Except*W6,W7,W10,W1,W17,W16,W3,W4,W2:2x4 SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-0-2ocbracing. WEBS 1Rowatmidpt 7-17,7-16,8-16,9-14,10-13,11-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)12=1599/0-6-0,(min.0-2-14),24=1570/0-6-0,(min.0-2-12) MaxHoriz24=304(LC16) MaxUplift12=-132(LC17),24=-224(LC16) Max Grav12=1838(LC38),24=1752(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1474/223,2-3=-4237/894,3-25=-4304/995,4-25=-4267/999,4-5=-4188/1018,5-26=-2880/488,26-27=-2872/492, 6-27=-2667/522,6-7=-2887/660,7-8=-1588/442,8-28=-1588/442,28-29=-1588/442,9-29=-1588/442,9-30=-1362/365, 10-30=-1497/330,10-31=-691/158,11-31=-795/145,1-24=-1650/257,11-12=-1810/324 BOTCHORD 23-24=-318/155,22-23=-127/388,20-21=-647/3177,19-20=-648/3177,6-19=-569/250,16-17=-276/1682, 15-16=-176/1223,14-15=-176/1223,13-14=-124/711 WEBS 5-21=-531/877,5-20=0/368,5-19=-833/279,17-19=-237/1486,7-19=-416/1562,7-16=-358/142,8-16=-612/203, 9-16=-158/830,9-14=-454/147,10-14=-92/839,10-13=-1364/334,11-13=-285/1619,2-21=-667/2611,2-23=-1938/471, 21-23=-448/1235,1-23=-199/1461 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 to4-5-12, Interior(1)4-5-12 to20-10-0,Exterior(2)20-10-0 to26-11-0, Interior(1)26-11-0 to33-0-0,Exterior(2)33-0-0 to39-1-9, Interior(1)39-1-9 to 43-2-4 zone;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=1.15Plate 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 withstanding224 lbupliftatjoint24and132lbupliftat joint12. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T26 2 11904258-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:23 Page: 1 ID:SXrqacXRqy?aOIh?npOmX6yeGYH-25NLGc_J2mI2asc5Bv3DEKE1kqZGuBoFyOv9W4ye4Tc DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 =MT18HS10x14 =6x6 3x4 3x6 =4x4 3x4 =4x8 =4x4 =5x6 =4x8 1.5x4 =4x8 =5x6 =4x4 3x4 =4x6 5x6 4x4 19 18 17 16 15 14 13 12 11 10 1 20 2 3 21 9 26 4 2522 8 5 623 24 7 T3 B1 B3B2 5-2-038-2-06-1-026-11-0 6-1-033-0-06-10-313-11-13 6-10-320-10-07-1-117-1-11 5-2-043-4-0 5-0-438-2-0 5-2-043-4-06-2-1233-1-126-2-1226-11-06-8-720-8-46-10-313-11-137-1-117-1-11 Scale =1:72.5 Plate Offsets(X,Y):[5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [10:Edge,0-3-8], [18:0-3-0,0-2-12], [19:Edge,0-7-13] 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)-0.14 17 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.51 Vert(TL)-0.33 15-17 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.93 Horiz(TL)0.07 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:272 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2,W13:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-15,5-14,6-14,7-12,9-10,8-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1599/0-6-0,(min.0-2-14),19=1570/Mechanical,(min. 0-1-8) MaxHoriz19=304(LC16) MaxUplift10=-132(LC17),19=-224(LC16) Max Grav10=1838(LC38),19=1752(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-20=-2891/395,2-20=-2748/416,2-3=-2640/427,3-21=-2597/430,4-21=-2431/461,4-22=-2047/431,5-22=-1895/464, 5-6=-1591/443,6-23=-1591/443,23-24=-1591/443,7-24=-1591/443,7-8=-1447/380,8-25=-972/239,25-26=-1069/224, 9-26=-1149/218,1-19=-1657/299,9-10=-1788/347 BOTCHORD 18-19=-392/406,17-18=-541/2521,16-17=-414/2275,15-16=-414/2275,14-15=-279/1683,13-14=-176/1215, 12-13=-176/1215,11-12=-157/956 WEBS 2-17=-332/180,4-17=-17/409,4-15=-886/279,5-15=-133/794,5-14=-353/142,6-14=-617/204,7-14=-162/843, 7-12=-438/141,1-18=-225/2155,8-12=-89/646,8-11=-1035/253,9-11=-241/1473 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 to4-5-12, Interior(1)4-5-12 to20-10-0,Exterior(2)20-10-0 to26-11-0, Interior(1)26-11-0 to33-0-0,Exterior(2)33-0-0 to39-1-9, Interior(1)39-1-9 to 43-2-4 zone;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=1.15Plate 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)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8) Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding224 lbupliftatjoint19and132lbupliftat joint10. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T27 1 11904258-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:24 Page: 1 ID:70oneCKHzQea820RSu1UWKyeGVz-WHxjTy?xp4QvC0BHlcaSnYmDsE?6dewOA2ei2Wye4Tb DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 612 MT18HS5x12 4x6 2x4 4x4 4x6 =4x4 4x4 =4x6 =4x4 =6x6 =4x6 =4x8 2x4 =6x6 =4x4 =4x6 4x4 =4x4 4x6 4x4 2x4 =6x82221 20 19 18 17 16 15 14 13 1212 4130113 4 103140 32 39 383395 3637 8634357T3 B1 B3B1B2 HW2 6-1-026-11-0 6-1-033-0-06-10-313-11-137-1-117-1-11 6-9-1454-4-06-10-320-10-0 7-3-147-6-27-3-140-3-1 6-2-1233-1-126-2-1226-11-06-8-720-8-4 6-9-1454-4-06-10-313-11-13 7-1-540-3-17-1-117-1-11 7-3-147-6-2 Scale =1:88.9 Plate Offsets(X,Y):[1:0-6-14,Edge], [12:Edge,0-1-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.83 Vert(LL)-0.20 17-19 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(TL)-0.48 17-19 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.47 Horiz(TL)0.16 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:364 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W1,W9,W11:2x4SPFStud WEDGE Right:2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 5-19,6-17,7-17,8-17,9-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=1985/Mechanical,(min.0-1-8),12=1984/0-6-0,(min.0-1-13) MaxHoriz1=-194(LC17) MaxUplift1=-255(LC16),12=-260(LC17) Max Grav1=2226(LC38),12=2221(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1788/149,2-30=-3810/592,3-30=-3689/624,3-4=-3645/629,4-31=-3616/632,31-32=-3585/637,32-33=-3520/654, 5-33=-3451/659,5-6=-3071/660,6-34=-2696/657,34-35=-2696/657,7-35=-2696/657,7-36=-2696/657,36-37=-2696/657, 8-37=-2696/657,8-9=-3106/661,9-38=-3542/670,38-39=-3570/668,39-40=-3700/648,10-40=-3719/646, 10-11=-3781/642,11-41=-3965/655,12-41=-4082/638 BOTCHORD 1-22=-466/3300,21-22=-466/3300,20-21=-417/3206,19-20=-417/3206,18-19=-266/2593,17-18=-266/2593, 16-17=-255/2618,15-16=-421/3309,14-15=-421/3309,13-14=-489/3558,12-13=-489/3558 WEBS 5-21=-11/387,5-19=-910/281,6-19=-133/791,6-17=-147/509,7-17=-601/199,8-17=-148/470,8-16=-132/825, 9-16=-980/295,9-14=-3/444,11-14=-365/196 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)0-0-0 to5-5-3, Interior(1)5-5-3 to20-10-0,Exterior(2)20-10-0 to28-6-3, Interior(1)28-6-3to33-0-0,Exterior(2)33-0-0 to40-8-3, Interior(1)40-8-3to54-4-0 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare4x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9) Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding255 lbupliftatjoint1and260 lbupliftat joint12. 11)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T28 1 11904258-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:24 Page: 1 ID:jbK2ZhxieHPicUg?lKwgPNyeGTu-WHxjTy?xp4QvC0BHlcaSnYmEOEzcdl8OA2ei2Wye4Tb DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 612 MT18HS5x12 4x6 2x4 4x4 5x6 =4x4 4x4 =4x6 =4x4 =6x6 =4x6 =4x8 2x4 =6x6 =4x4 =4x6 4x4 =4x4 4x6 4x4 2x4 =6x82221 20 19 18 17 16 1514 13 1212 4030 113 1043139 32 38 33 95 7 363537346 8T3 B1 B4B3B2 HW2 4-10-1026-11-0 4-10-1031-9-107-2-1514-9-77-6-77-6-7 7-2-1154-4-07-2-1522-0-6 7-7-1447-1-57-7-1439-5-8 5-0-631-11-65-0-626-11-07-1-321-10-10 7-2-1154-4-07-2-1514-9-7 7-6-239-5-87-6-77-6-7 7-7-1447-1-5 Scale =1:88.9 Plate Offsets(X,Y):[1:0-6-14,Edge], [12:Edge,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.87 Vert(LL)-0.21 19 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.62 Vert(TL)-0.49 14-16 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.52 Horiz(TL)0.16 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:370 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W1,W11:2x4SPFStud WEDGE Right:2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 3-21,5-19,6-17,8-17,9-16,11-14, 7-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=1973/Mechanical,(min.0-1-8),12=1972/0-6-0,(min.0-1-14) MaxHoriz1=-203(LC17) MaxUplift1=-266(LC16),12=-271(LC17) Max Grav1=2252(LC38),12=2246(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1802/130,2-30=-3875/587,3-30=-3752/621,3-4=-3670/621,4-31=-3624/625,31-32=-3612/627,32-33=-3476/647, 5-33=-3447/649,5-6=-3072/649,6-34=-2667/644,34-35=-2668/644,7-35=-2669/644,7-36=-2669/644,36-37=-2668/644, 8-37=-2667/644,8-9=-3103/650,9-38=-3588/658,38-39=-3719/651,10-39=-3719/635,10-11=-3799/633, 11-40=-4023/650,12-40=-4140/632 BOTCHORD 1-22=-489/3356,21-22=-489/3356,20-21=-397/3231,19-20=-397/3231,18-19=-246/2606,17-18=-246/2606, 16-17=-236/2627,15-16=-400/3326,14-15=-400/3326,13-14=-480/3607,12-13=-480/3607 WEBS 3-21=-267/190,5-21=-11/430,5-19=-925/292,6-19=-141/787,6-17=-137/460,8-17=-138/422,8-16=-140/822, 9-16=-992/305,9-14=-4/483,11-14=-425/210,7-17=-507/157 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)0-0-0 to5-5-3, Interior(1)5-5-3 to22-0-6,Exterior(2)22-0-6 to29-8-9, Interior(1)29-8-9 to31-9-10,Exterior(2)31-9-10 to39-5-8, Interior(1)39-5-8to54-4-0 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare4x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9) Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding266 lbupliftatjoint1and271 lbupliftat joint12. 11)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T29 1 11904258-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:25 Page: 1 ID:ZvyBVedevbMPgXDm2VUqB3ye5Zo-_UU5hI0aZNYmp9mTIK6hKlJOWeJfMBVXPiOFayye4Ta DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 612 5x12 4x6 2x4 4x4 5x6 =4x4 4x4 =4x6 =4x4 =6x6 =4x6 =4x8 2x4 =6x6 =4x4 =4x6 4x4 =4x4 5x6 4x4 2x4 =6x82221 20 19 18 17 16 15 14 13 1212 393011331384103237 33 3695 7 35346 8T3 B1 B3B1B2 HW2 6-2-1512-9-76-6-76-6-7 6-2-1154-4-06-2-1519-0-6 6-7-1448-1-56-7-1441-5-87-10-1034-9-107-10-1026-11-0 6-1-318-10-10 6-2-1154-4-06-2-1512-9-7 6-6-241-5-86-6-76-6-7 6-7-1448-1-58-0-634-11-68-0-626-11-0 Scale =1:88.9 Plate Offsets(X,Y):[1:0-6-14,Edge], [12:Edge,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.77 Vert(LL)-0.19 17 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(TL)-0.49 17-19 >999 180 TCDL 10.0 RepStress Incr YES WB 0.50 Horiz(TL)0.15 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:355 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W9,W11,W1,W2,W3:2x4SPFStud WEDGE Right:2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-3-7ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 5-19,7-17,9-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=2003/Mechanical,(min.0-1-8),12=2002/0-6-0,(min.0-1-13) MaxHoriz1=-177(LC17) MaxUplift1=-238(LC16),12=-244(LC17) Max Grav1=2187(LC38),12=2182(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1760/176,2-30=-3706/598,3-30=-3594/627,3-31=-3599/645,4-31=-3552/651,4-32=-3534/655,32-33=-3512/657, 5-33=-3405/675,5-6=-3100/675,6-34=-3003/695,7-34=-3004/694,7-35=-3004/694,8-35=-3003/695,8-9=-3143/679, 9-36=-3538/689,36-37=-3624/683,10-37=-3663/668,10-38=-3668/667,11-38=-3732/661,11-39=-3873/661, 12-39=-3990/646 BOTCHORD 1-22=-473/3208,21-22=-473/3208,20-21=-445/3161,19-20=-445/3161,18-19=-310/2698,17-18=-310/2698, 16-17=-302/2730,15-16=-453/3277,14-15=-453/3277,13-14=-504/3479,12-13=-504/3479 WEBS 5-19=-786/253,6-19=-106/721,6-17=-176/666,7-17=-832/267,8-17=-176/623,8-16=-106/761,9-16=-864/266, 9-14=-5/379,11-14=-270/174,5-21=-13/315 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)0-0-0 to5-5-3, Interior(1)5-5-3 to19-0-6,Exterior(2)19-0-6 to26-11-0, Interior(1)26-11-0 to34-9-10,Exterior(2)34-9-10 to42-5-13,Interior(1)42-5-13 to 54-4-0 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=1.15Plate 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)Allplatesare4x4MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8) Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding238 lbupliftatjoint1and244 lbupliftat joint12. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T30 1 11904258-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:25 Page: 1 ID:A1XJYlfOavOjCCUsK4z_SHye5XB-_UU5hI0aZNYmp9mTIK6hKlJP?eJCMCvXPiOFayye4Ta DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 612 5x12 4x6 4x6 2x4 =4x6 =6x6 =4x10 2x4 =5x6 =4x6 =6x6 =4x6 4x6 2x4 =6x82524 23 22 21 20 19 18 17 16 15 1412 3 33 42134344112 35 40 115 737 8 389 39366 10T3T4 B1 B3B1B2 HW2 5-4-115-4-11 5-2-1510-7-11 5-4-1548-9-55-4-1116-0-6 5-6-1154-4-05-6-1143-4-57-2-837-9-107-2-823-2-14 7-4-430-7-2 5-2-1510-7-11 5-2-1515-10-105-4-115-4-11 5-4-1543-4-5 5-4-1548-9-5 5-6-1154-4-07-4-430-7-27-4-423-2-14 7-4-437-11-6 Scale =1:88.9 Plate Offsets(X,Y):[1:0-6-14,Edge], [14:Edge,0-1-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.68 Vert(LL)-0.23 19-21 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.53 Vert(TL)-0.55 19-21 >999 180 TCDL 10.0 RepStress Incr YES WB 0.76 Horiz(TL)0.15 14 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:357 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W1,W2,W3,W9,W10,W11:2x4SPFStud WEDGE Right:2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-14ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 7-21,9-21,9-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=2033/Mechanical,(min.0-1-8),14=2031/0-6-0,(min.0-1-13) MaxHoriz1=-150(LC17) MaxUplift1=-207(LC16),14=-213(LC17) Max Grav1=2173(LC2),14=2173(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1665/216,2-3=-3557/600,3-33=-3469/615,4-33=-3452/624,4-34=-3590/666,34-35=-3562/676,5-35=-3525/692, 5-6=-3365/694,6-36=-3722/738,7-36=-3725/737,7-37=-3722/737,8-37=-3722/737,8-38=-3722/737,9-38=-3722/737, 9-39=-3745/742,10-39=-3743/743,10-11=-3417/702,11-40=-3657/712,12-40=-3688/696,12-41=-3690/695, 13-41=-3731/688,13-42=-3772/670,14-42=-3892/644 BOTCHORD 1-25=-485/3061,24-25=-485/3061,23-24=-487/3186,22-23=-487/3186,21-22=-368/2995,20-21=-443/3743, 19-20=-443/3743,18-19=-364/3041,17-18=-495/3301,16-17=-495/3301,15-16=-525/3379,14-15=-525/3379 WEBS 5-22=-637/212,6-22=-82/598,6-21=-229/1126,7-21=-697/226,9-19=-680/265,10-19=-230/1087,10-18=-85/652, 11-18=-717/222,4-24=-70/293,11-16=-11/283 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)0-0-0 to5-4-11, Interior(1)5-4-11 to16-0-6,Exterior(2)16-0-6 to23-8-9, Interior(1)23-8-9 to37-9-10,Exterior(2)37-9-10 to45-5-13,Interior(1)45-5-13 to 54-4-0 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=1.15Plate 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)Allplatesare4x4MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8) Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding207 lbupliftatjoint1and213 lbupliftat joint14. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T31 1 11904258-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:26 Page: 1 ID:N2OSqCDxzsnGoAQrxNJTjhye5V9-Sg2Uue1CKhhdRJLfs1dwszscC1gM5b?heM7p7Pye4TZ DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 612 5x12 4x6 2x4 4x4 =4x4 =6x6 =4x6 =4x6 =4x4 =6x6 =4x8 2x4 =4x6 =4x4 =4x6 =4x6 =6x6 =4x4 4x4 2x4 =5x62120 19 18 17 16 15 14 13 12 111239 29 38 373630103 532 33 6 7 348 35314 9T2T3 B1 B3B1B2 HW2 6-10-740-9-106-10-719-10-13 7-0-326-11-0 7-0-333-11-36-7-156-7-15 6-4-713-0-6 6-6-1054-4-06-11-1247-9-6 6-2-1112-10-10 6-6-1054-4-06-7-156-7-15 6-10-047-9-67-0-326-11-0 7-0-340-11-67-0-319-10-13 7-0-333-11-3 Scale =1:88.9 Plate Offsets(X,Y):[1:0-5-8,Edge], [4:0-3-8,0-3-0], [9:0-3-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.26 16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.53 Vert(TL)-0.60 16-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.95 Horiz(TL)0.17 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:369 lb FT = 20% LUMBER TOPCHORD 2x6SP2400F2.0E BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W4,W6:2x4SPF No.2 WEDGE Right:2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-3ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=2064/Mechanical,(min.0-1-8),11=2061/0-6-0,(min.0-1-13) MaxHoriz1=-124(LC17) MaxUplift1=-221(LC13),11=-218(LC12) Max Grav1=2173(LC2),11=2173(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1636/235,2-29=-3655/638,29-30=-3615/646,3-30=-3526/668,3-4=-3673/690,4-31=-4374/796,5-31=-4377/796, 5-32=-4693/834,32-33=-4693/834,6-33=-4693/834,6-7=-4693/834,7-34=-4693/834,8-34=-4693/834,8-35=-4416/802, 9-35=-4413/803,9-10=-3771/704,10-36=-3798/712,36-37=-3810/708,37-38=-3828/706,38-39=-3908/686, 11-39=-3948/682 BOTCHORD 1-21=-525/3144,20-21=-525/3144,19-20=-425/3296,18-19=-425/3296,17-18=-565/4374,16-17=-565/4374, 15-16=-551/4413,14-15=-427/3367,13-14=-427/3367,12-13=-568/3424,11-12=-568/3424 WEBS 3-20=-346/291,4-20=-27/372,4-18=-304/1543,9-15=-302/1497,9-13=-23/442,10-13=-538/224,5-18=-982/304, 5-16=-117/509,6-16=-455/195,8-16=-113/458,8-15=-946/301 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)0-0-0 to5-5-3, Interior(1)5-5-3 to13-0-6,Exterior(2)13-0-6 to20-8-9, Interior(1)20-8-9 to40-9-10,Exterior(2)40-9-10 to48-5-13, Interior(1)48-5-13 to 54-4-0 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=1.15Plate 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 withstanding221 lbupliftatjoint1and218 lbupliftat joint11. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T32 1 11904258-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:27 Page: 1 ID:ayxb5LE7KM8xARyi1AGsJCye5RG-wscs6_1q5?pU3TwsQl89PAOsZR0Wq?Fqs0tMfrye4TY DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 612 =5x8 3x6 =8x8 =6x8 =5x6 =8x8 =6x8 =4x8 3x6 =6x8 =5x6 =6x8 =8x8 3x6 =5x8252423 22 21 20 19 18 17 16 15 14 131 3932 12382 4 34 535 6 7 368 9 10 3733 113 T2 T4T3 B1 B4B3B2HW1 5-1-155-1-15 5-6-643-9-105-6-615-6-12 5-8-232-7-25-8-226-11-0 5-8-238-3-45-8-221-2-14 5-0-1054-4-04-10-710-0-6 5-5-1249-3-6 4-8-119-10-10 5-0-1054-4-05-1-155-1-15 5-4-049-3-65-8-243-11-65-8-232-7-25-8-215-6-12 5-8-238-3-45-8-226-11-05-8-221-2-14 Scale =1:88.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)-0.28 19 >999 240 MT20 244/190 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)-0.65 19 >999 180 TCDL 10.0 RepStress Incr YES WB 0.69 Horiz(TL)0.15 13 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:449 lb FT = 20% LUMBER TOPCHORD 2x8SP2400F2.0E BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPFStud*Except*W4:2x4SPFNo.2 WEDGE Left:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-10-1ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=2094/Mechanical,(min.0-1-8),13=2091/0-6-0,(min.0-1-13) MaxHoriz1=-97(LC17) MaxUplift1=-280(LC13),13=-276(LC12) Max Grav1=2173(LC2),13=2173(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-32=-3723/650,2-32=-3667/673,2-3=-3978/710,3-33=-4973/859,4-33=-4975/859,4-34=-5760/963,5-34=-5760/963, 5-35=-5979/993,6-35=-5979/993,6-7=-5979/993,7-36=-5979/993,8-36=-5979/993,8-9=-5802/970,9-10=-5802/970, 10-37=-5060/873,11-37=-5058/873,11-38=-4127/731,12-38=-4129/703,12-39=-4003/735,13-39=-4052/723 BOTCHORD 1-25=-539/3227,24-25=-539/3227,23-24=-524/3591,22-23=-524/3591,21-22=-755/4973,20-21=-893/5760, 19-20=-893/5760,18-19=-863/5802,17-18=-702/5058,16-17=-490/3709,15-16=-490/3709,14-15=-597/3563, 13-14=-597/3563 WEBS 2-24=-157/432,3-24=-18/255,11-15=-13/331,12-15=-335/233,3-22=-370/1928,11-17=-367/1882,4-22=-1264/334, 4-21=-235/1081,5-21=-628/226,5-19=-90/402,7-19=-335/160,8-19=-84/350,8-18=-589/222,10-18=-228/1026, 10-17=-1226/329 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)0-0-0 to5-1-15, Interior(1)5-1-15 to10-0-6,Exterior(2)10-0-6 to17-8-9, Interior(1)17-8-9to43-9-10,Exterior(2)43-9-10 to51-5-13, Interior(1)51-5-13 to 54-4-0 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=1.15Plate 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)Allplatesare4x6MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8) Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding280 lbupliftatjoint1and276 lbupliftat joint13. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T33 1 11904258-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:27 Page: 1 ID:QGWHuuyCu_1oCGp_L?q938ye5P2-wscs6_1q5?pU3TwsQl89PAOvBR4Pq3Mqs0tMfrye4TY DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 612 5x8 4x4 =4x8 =8x8 =4x8 =6x8 =4x8 =4x8 =6x8 =6x8 =4x8 =4x8 =4x8 =6x8 =6x8 =4x8 =8x8 =4x8 4x4 =5x8292857585927 602661 2562 63 6424 65 2366 22 67 682169 70 20 1971 721873 74 17 75 16 151 14256 4 40 41 542 4344 456746 47 8 48 499 50 51 10 1152 531239 543837 5536 133 T2 T3T2 B1 B4B3B2HW1 3-5-113-5-11 3-6-654-4-03-2-36-7-14 3-7-850-9-104-11-747-2-24-11-811-7-6 5-1-316-8-9 5-1-421-9-12 5-1-426-11-0 5-1-437-1-7 5-1-442-2-105-1-432-0-4 3-0-76-6-2 3-5-1250-9-103-5-113-5-11 3-6-654-4-05-1-316-8-9 5-1-437-1-7 5-1-447-3-145-1-442-2-105-1-421-9-12 5-1-426-11-05-1-411-7-6 5-1-432-0-4 Scale=1:88.9 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 0.11 Vert(LL)0.39 22 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.19 Vert(TL)-0.58 22 >999 180 TCDL 10.0 RepStress Incr NO WB 0.38 Horiz(TL)0.10 15 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:1276 lbFT=20% LUMBER TOP CHORD 2x8SP2400F2.0E*Except*T1,T4:2x6SP2400F2.0E BOT CHORD 2x8SP2400F2.0E WEBS 2x4SPFStud WEDGE Left:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)1=3050/Mechanical,(min.0-1-8),15=3001/0-6-0,(min.0-1-8) Max Horiz1=-67(LC58) Max Uplift1=-1604(LC9),15=-1516(LC8) Max Grav1=3260(LC2),15=3203(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-4969/2543,2-3=-5858/3116,3-36=-5255/2831,36-37=-5259/2833,37-38=-5259/2833,38-39=-5262/2834, 4-39=-5265/2836,4-40=-10256/5564,40-41=-10256/5564,5-41=-10256/5564,5-42=-10256/5564,42-43=-10256/5564, 43-44=-10256/5564,44-45=-10256/5564,6-45=-10256/5564,6-7=-11944/6464,7-46=-11944/6464,46-47=-11944/6464, 8-47=-11944/6464,8-48=-11944/6464,48-49=-11944/6464,9-49=-11944/6464,9-50=-10387/5589,50-51=-10387/5589, 10-51=-10387/5589,10-11=-10387/5589,11-52=-10387/5589,52-53=-10387/5589,12-53=-10387/5589, 12-54=-5519/2888,54-55=-5516/2887,13-55=-5513/2886,13-56=-6149/3187,14-56=-6204/3204,14-15=-5573/2744 BOTCHORD 1-29=-2203/4264,28-29=-2203/4264,28-57=-4379/8130,57-58=-4379/8130,58-59=-4379/8130,27-59=-4379/8130, 27-60=-4379/8130,26-60=-4379/8130,26-61=-4379/8130,25-61=-4379/8130,25-62=-6213/11512,62-63=-6213/11512, 63-64=-6213/11512,24-64=-6213/11512,24-65=-6213/11512,23-65=-6213/11512,23-66=-6213/11512, 22-66=-6213/11512,22-67=-6212/11574,67-68=-6212/11574,21-68=-6212/11574,21-69=-6212/11574, 69-70=-6212/11574,20-70=-6212/11574,19-20=-4390/8326,19-71=-4390/8326,71-72=-4390/8326,18-72=-4390/8326, 18-73=-4390/8326,73-74=-4390/8326,17-74=-4390/8326,17-75=-2379/4863,16-75=-2379/4863,15-16=-2379/4863 WEBS 2-29=-857/527,2-28=-810/1480,3-28=-854/1901,4-28=-3600/1964,4-25=-1421/2621,5-25=-469/335,6-25=-1552/856, 6-24=0/276,6-22=-273/541,8-22=-398/321,9-22=-264/469,9-21=0/274,9-20=-1469/835,10-20=-477/338, 12-20=-1406/2542,12-17=-3546/1944,13-17=-964/2123,14-17=-576/1038,14-16=-556/371 NOTES 1) 3-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x6-2rows staggeredat0-9-0oc,2x8-2rowsstaggeredat0-9-0oc. Bottom chords connectedas follows:2x8-2rows staggeredat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Plytoply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3) Unbalancedroof live loadshavebeen considered for thisdesign. 4) Wind:ASCE7-10;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 ; end vertical leftandrightexposed;Lumber DOL=1.60plategripDOL=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-WoodsideatWestClayLot11 T34 1 31904258-12T Hip Girder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:42 Page: 1 ID:G79pq44bR3DqKJGpfy_RCGye5MI-O3AEJK2SsIxLgdV2_SfOxOx5frS4ZbY_5gcwBHye4TX Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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)Allplatesare3x6MT20unlessotherwiseindicated. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Refertogirder(s) for trusstotruss connections. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1516lbupliftat joint15and1604lbupliftat joint1. 12)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)101 lbdownand113lbupat3-5-0,266 lbdownand310 lbupat6-7-14, 110 lbdownand113 lbupat7-1-6,115lbdownand113lbupat9-1-6,115 lbdownand113 lbupat11-1-6,115 lbdownand113 lbupat13-1-6,115 lbdownand113 lbup at15-1-6,115 lbdownand113 lbupat17-1-6,115 lbdownand113lbupat19-1-6,115lbdownand113 lbupat21-1-6,115 lbdownand113 lbupat23-1-6,115 lbdown and113 lbupat25-1-6,115 lbdownand113 lbupat27-1-6,115 lbdownand113 lbupat29-1-6,115 lbdownand113 lbupat31-1-6,115 lbdownand113lbupat 33-1-6,115 lbdownand113lbupat35-1-6,115lbdownand113lbupat37-1-6,115lbdownand113 lbupat39-1-6,115lbdownand113 lbupat41-1-6,115 lbdown and113 lbupat43-1-6,115 lbdownand113 lbupat45-1-6,and266 lbdownand309 lbupat47-2-2,and127 lbdownand132 lbupat49-6-2on top chord,and38lb downat3-5-0,120 lbdownand10 lbupat6-7-14,41 lbdownand26 lbupat7-1-6,41 lbdownand26 lbupat9-1-6,41lbdownand26 lbupat11-1-6,41 lbdownand26 lbupat13-1-6,41 lbdownand26 lbupat15-1-6,41 lbdownand26 lbupat17-1-6,41 lbdownand26 lbupat19-1-6,41 lbdownand26 lbupat21-1-6,41 lbdownand 26 lbupat23-1-6,41 lbdownand26 lbupat25-1-6,41 lbdownand26 lbupat27-1-6,41 lbdownand26 lbupat29-1-6,41 lbdownand26 lbupat31-1-6,41 lbdown and26 lbupat33-1-6,41 lbdownand26 lbupat35-1-6,41 lbdownand26 lbupat37-1-6,41 lbdownand26 lbupat39-1-6,41 lbdownand26lbupat41-1-6,41 lb downand26lbupat43-1-6,41 lbdownand26lbupat45-1-6,and120 lbdownand11 lbupat47-1-6,and37 lbdownat49-6-2onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-13=-61,13-15=-51,30-33=-20 ConcentratedLoads(lb) Vert:3=-166(F),2=-46(F),29=-24(F),28=-85(F),22=-24(F),8=-33(F),10=-33(F),20=-24(F),17=-83(F),13=-165(F),36=-36(F),38=-33(F),39=-33(F), 40=-33(F),41=-33(F),42=-33(F),44=-33(F),45=-33(F),46=-33(F),47=-33(F),48=-33(F),49=-33(F),50=-33(F),51=-33(F),52=-33(F),53=-33(F), 54=-33(F),55=-33(F),56=-53(F),57=-24(F),58=-24(F),59=-24(F),60=-24(F),61=-24(F),62=-24(F),63=-24(F),64=-24(F),65=-24(F),66=-24(F), 67=-24(F),68=-24(F),69=-24(F),70=-24(F),71=-24(F),72=-24(F),73=-24(F),74=-24(F),75=-31(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T34 1 31904258-12T HipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:42 Page: 2 ID:G79pq44bR3DqKJGpfy_RCGye5MI-O3AEJK2SsIxLgdV2_SfOxOx5frS4ZbY_5gcwBHye4TX DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 MT18HS3x10 4x4 2x4 =6x6 =4x10 2x4 =3x8 2x4 =5x6 =5x6 2x4 =3x8 =4x6 2x4 =3x8 2x4 =5x12 =4x8 3x6 20 40 41 19 42 43 18 17 44 16 15 45 46 1447 48 4913 50 51 12 1 2 3 5 28 29 6 30 31 327 8 33 34 935 36 3710 38 39 112726254 T2 T3 B1 B3B2 1-2-12 -1-2-12 4-11-1 19-3-4 4-11-1 24-2-5 4-11-1 14-4-3 4-11-1 29-1-7 4-11-1 9-5-1 4-6-0 4-6-0 5-2-9 34-4-0 4-4-4 4-4-4 4-11-1 19-3-4 4-11-1 24-2-5 4-11-1 14-4-3 4-11-1 29-1-7 5-0-13 9-5-1 5-2-9 34-4-0 Scale=1:60.9 PlateOffsets(X,Y):[2:0-6-2,0-0-8] 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 0.24 Vert(LL)0.33 15-18 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)-0.49 15-18 >833 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.90 Horiz(TL)0.07 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:432 lb FT=20% LUMBER TOP CHORD 2x6SP2400F2.0E BOT CHORD 2x6SP2400F2.0E WEBS 2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=1959/0-4-0,(min.0-1-8),12=1866/0-6-0,(min.0-1-8) Max Horiz2=91(LC53) Max Uplift2=-1100(LC8),12=-1092(LC8) Max Grav2=2080(LC2),12=2068(LC31) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-2187/1174,3-4=-3707/2019,4-25=-6165/3337,25-26=-6165/3337,26-27=-6165/3337,5-27=-6168/3337, 5-28=-6165/3336,28-29=-6165/3336,6-29=-6165/3336,6-30=-7396/4016,30-31=-7396/4016,31-32=-7396/4016, 7-32=-7396/4016,7-8=-7396/4016,8-33=-7396/4016,33-34=-7396/4016,9-34=-7396/4016,9-35=-3862/2067, 35-36=-3862/2067,36-37=-3862/2067,10-37=-3862/2067,10-38=-3862/2067,38-39=-3862/2067,11-39=-3862/2067, 11-12=-1967/1041 BOTCHORD 2-20=-1844/3347,20-40=-1847/3352,40-41=-1847/3352,19-41=-1847/3352,19-42=-3999/7391,42-43=-3999/7391, 18-43=-3999/7391,17-18=-3999/7391,17-44=-3999/7391,16-44=-3999/7391,15-16=-3999/7391,15-45=-3377/6266, 45-46=-3377/6266,14-46=-3377/6266,14-47=-3377/6266,47-48=-3377/6266,48-49=-3377/6266,13-49=-3377/6266 WEBS 4-19=-1653/3123,5-19=-564/295,6-19=-1357/734,6-18=-68/270,7-15=-396/234,9-15=-707/1256,9-14=-79/280, 9-13=-2659/1450,10-13=-475/247,11-13=-2229/4164 NOTES 1) 2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Plytoply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3) Unbalancedroof live loadshavebeen considered for thisdesign. 4) Wind:ASCE7-10;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;porchleftandrightexposed;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. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T35 1 21904258-12T HalfHip Girder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:48 Page: 1 ID:h3T4IA9oj6IKtq_kpRZ4mpye5Kw-w88HgoFU5Dy4b4j7wpx8bmbobItKJiNKn9UmlMye4TH Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 withstanding1092lbupliftat joint12and1100 lbupliftat joint2. 12)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)180 lbdownand186 lbupat4-6-0,66 lbdownand77lbupat6-6-12,66 lbdownand77 lbupat8-6-12,66 lbdownand77 lbupat10-6-12,66 lbdownand77 lbupat12-6-12,66 lbdownand77 lbupat14-6-12,66 lbdownand77 lbupat 16-6-12,66 lbdownand77 lbupat18-6-12,66 lbdownand77 lbupat20-6-12,66lbdownand77lbupat22-6-12,66 lbdownand77 lbupat24-6-12,66 lbdownand77 lbupat26-6-12,66 lbdownand77 lbupat28-6-12,and66 lbdownand77 lbupat30-6-12,and66lbdownand77 lbupat32-6-12on top chord,and133lbdownand 134 lbupat4-6-0,37 lbdownand44 lbupat6-6-12,37 lbdownand44 lbupat8-6-12,37 lbdownand44 lbupat10-6-12,37 lbdownand44 lbupat12-6-12,37lb downand44lbupat14-6-12,37 lbdownand44 lbupat16-6-12,37 lbdownand44 lbupat18-6-12,37lbdownand44 lbupat20-6-12,37 lbdownand44 lbupat 22-6-12,37 lbdownand44 lbupat24-6-12,37 lbdownand44 lbupat26-6-12,37lbdownand44lbupat28-6-12,and37 lbdownand44 lbupat30-6-12,and37 lb downand44lbupat32-6-12onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-11=-61,12-21=-20 ConcentratedLoads(lb) Vert:4=-125(F),8=-35(F),20=-120(F),6=-35(F),18=-22(F),16=-22(F),26=-35(F),27=-35(F),28=-35(F),29=-35(F),30=-35(F),32=-35(F),34=-35(F), 35=-35(F),36=-35(F),37=-35(F),38=-35(F),39=-35(F),40=-22(F),41=-22(F),42=-22(F),43=-22(F),44=-22(F),45=-22(F),46=-22(F),47=-22(F), 48=-22(F),49=-22(F),50=-22(F),51=-22(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T35 1 21904258-12T HalfHipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:48 Page: 2 ID:h3T4IA9oj6IKtq_kpRZ4mpye5Kw-w88HgoFU5Dy4b4j7wpx8bmbobItKJiNKn9UmlMye4TH DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 5x12 4x4 2x4 =6x8 =3x10 =3x4 =6x6 =3x4 =3x4 =6x6 =4x6 2x4 =4x12 =3x8 =4x10 =4x8 3x8 18 17 16 15 14 13 12 11 1 2 3 23 24 5 6 27 7 28 8 9 29 1026254 T2 T3 B1 B3B2 1-2-12 -1-2-12 5-5-1 11-11-1 5-6-13 23-0-10 5-6-13 17-5-14 5-6-13 28-7-7 5-8-9 34-4-0 6-6-0 6-6-0 5-6-13 23-0-10 5-6-13 17-5-14 5-6-13 11-11-1 5-6-13 28-7-7 5-8-9 34-4-0 6-4-4 6-4-4 Scale =1:60.9 Plate Offsets(X,Y):[2:0-6-10,Edge], [9:0-3-8,0-1-8], [12:0-3-8,0-2-0], [17:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)0.28 13-15 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(TL)-0.55 13-15 >745 180 TCDL 10.0 RepStress Incr YES WB 0.71 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:200 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W2:2x4SPFNo.2 SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-3-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-9-5ocbracing. WEBS 1Rowatmidpt 10-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1386/0-4-0,(min.0-1-8),11=1374/0-6-0,(min.0-1-8) MaxHoriz2=125(LC16) MaxUplift2=-586(LC12),11=-616(LC12) Max Grav2=1469(LC35),11=1710(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1451/794,3-23=-2749/1552,23-24=-2743/1554,4-24=-2737/1573,4-25=-4111/2198,25-26=-4112/2198, 5-26=-4113/2198,5-6=-4519/2377,6-27=-4001/2077,7-27=-4001/2077,7-28=-4001/2077,8-28=-4001/2077, 8-9=-4001/2077,9-29=-2566/1314,10-29=-2566/1314,10-11=-1645/812 BOTCHORD 2-18=-1482/2490,17-18=-1478/2494,16-17=-2197/4111,15-16=-2197/4111,14-15=-2377/4519,13-14=-2377/4519, 12-13=-1314/2566 WEBS 4-17=-875/1879,10-12=-1491/2912,5-17=-788/274,5-15=-207/469,6-13=-595/345,8-13=-415/155,9-13=-883/1650, 9-12=-1331/580 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)-1-2-12 to2-2-7, Interior(1)2-2-7 to6-6-0,Exterior(2)6-6-0 to11-4-4, Interior(1)11-4-4 to34-2-4 zone; cantileverleftexposed;end vertical leftexposed;porch leftandrightexposed;C-C formembersandforces&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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding616 lbupliftatjoint11and586lbupliftat joint2. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T36 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:49 Page: 1 ID:YBd1o9UsGPcyXVFpcTWK5Wye5Hv-H5xAjVJdwlaMisc4iMXJIpJZYJXq_?R3wRCXRZye4TC DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x6 4x6 =6x6 3x4 =3x4 =6x6 =4x6 =4x4 =3x4 =MT18HS3x10 1.5x4 =4x10 =3x8 =3x8 =6x6 =4x8 4x6 18 17 16 15 14 13 12 11 10 1 2 19 20 3 5 6 7 8 23 922214 T2 T3 B1 B3B2 0-1-12 0-1-12 1-2-12 -1-2-12 4-1-4 4-3-0 4-3-0 8-6-0 6-3-12 14-9-12 6-5-8 27-8-12 6-5-8 21-3-4 6-7-4 34-4-0 4-1-4 8-4-4 4-3-0 4-3-0 6-5-8 27-8-12 6-5-8 14-9-12 6-5-8 21-3-4 6-7-4 34-4-0 Scale =1:60.9 Plate Offsets(X,Y):[8:0-3-8,0-1-8], [10:Edge,0-3-8] 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)0.29 12-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(TL)-0.57 12-14 >722 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.83 Horiz(TL)0.12 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:149 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-3-13ocbracing. WEBS 1Rowatmidpt 9-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1364/0-6-0,(min.0-2-11),18=1373/0-4-0,(min.0-2-4) MaxHoriz18=147(LC16) MaxUplift10=-611(LC12),18=-569(LC12) Max Grav10=1717(LC35),18=1446(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-19=-2259/1383,19-20=-2226/1392,3-20=-2220/1400,3-4=-2527/1482,4-21=-3383/1825,21-22=-3384/1825, 5-22=-3386/1825,5-6=-3313/1724,6-7=-3313/1724,7-8=-3313/1724,8-23=-2238/1145,9-23=-2238/1145, 9-10=-1656/809,2-18=-1389/883 BOTCHORD 17-18=-257/164,16-17=-1387/2055,15-16=-1399/2339,14-15=-1399/2339,13-14=-1824/3383,12-13=-1824/3383, 11-12=-1145/2238 WEBS 3-16=-128/332,4-14=-540/1255,9-11=-1340/2621,3-17=-323/135,2-17=-1151/1937,5-14=-567/181,6-12=-522/179, 8-12=-689/1279,8-11=-1285/542 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)-1-2-12 to2-2-7, Interior(1)2-2-7 to8-6-0,Exterior(2)8-6-0 to13-4-4, Interior(1)13-4-4 to34-2-4 zone; cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersandforces&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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding611lbupliftat joint10and569lbupliftat joint18. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T37 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:50 Page: 1 ID:1pxF7pLT?j05090QepHRK?ye5FV-lIVYxrJFh3iDJ?AHG42Yq1rdOjnXjQqD95x4z0ye4TB DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 4x6 4x6 =6x6 3x4 =3x4 =6x6 =3x5 =3x4 =3x4 =4x6 =3x4 =5x12 1.5x4 =4x8 4x6 16 15 14 13 12 11 10 9 1 2 17 3 18 5 6 7 20 8194 T2 T3 B1 B3B2 0-1-12 0-1-12 1-2-12 -1-2-12 5-1-4 5-3-0 5-3-0 10-6-0 7-9-9 18-3-9 7-11-5 26-2-15 8-1-1 34-4-0 5-1-4 10-4-4 5-3-0 5-3-0 7-11-5 18-3-9 7-11-5 26-2-15 8-1-1 34-4-0 Scale =1:60.9 Plate Offsets(X,Y):[9:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)0.27 12-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.83 Vert(TL)-0.48 12-14 >858 180 TCDL 10.0 RepStress Incr YES WB 0.80 Horiz(TL)0.10 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:149 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T1:2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-7-0ocbracing. WEBS 1Rowatmidpt 8-9,8-10,5-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1358/0-6-0,(min.0-2-10),16=1359/0-4-0,(min.0-2-4) MaxHoriz16=181(LC16) MaxUplift9=-608(LC12),16=-549(LC12) Max Grav9=1687(LC35),16=1446(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-17=-2270/1420,3-17=-2206/1441,3-18=-2356/1405,4-18=-2350/1428,4-19=-2846/1567,5-19=-2848/1566, 5-6=-2144/1134,6-7=-2144/1134,7-20=-2144/1134,8-20=-2144/1134,8-9=-1613/798,2-16=-1383/864 BOTCHORD 15-16=-310/214,14-15=-1445/2037,13-14=-1352/2165,12-13=-1352/2165,11-12=-1565/2846,10-11=-1565/2846 WEBS 4-14=-234/296,4-12=-285/810,8-10=-1314/2484,5-12=-281/124,5-10=-828/510,7-10=-716/245,3-14=-286/214, 2-15=-1149/1864 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)-1-2-12 to2-2-7, Interior(1)2-2-7 to10-6-0,Exterior(2)10-6-0 to15-4-4, Interior(1)15-4-4 to34-2-4 zone; cantilever leftexposed ; end vertical leftexposed; porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding608 lbupliftatjoint9and549 lbupliftat joint16. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T38 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:50 Page: 1 ID:pRX_4oG853bJ7rq15neGP0ye5EJ-lIVYxrJFh3iDJ?AHG42Yq1rdIjoHjRKD95x4z0ye4TB DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 =12x12 =6x6 3x4 =3x4 =6x6 =3x5 =3x4 =3x4 =3x4 =3x4 =5x12 1.5x4 =5x6 4x6 16 15 14 13 12 11 10 9 1 17 2 18 19 3 20 5 6 7 23 822214 T2 T3 B1 B3B2 0-1-12 0-1-12 1-2-12 -1-2-12 6-1-4 6-3-0 6-3-0 12-6-0 7-1-9 19-7-9 7-3-5 26-10-15 7-5-1 34-4-0 6-1-4 12-4-4 6-3-0 6-3-0 7-3-5 26-10-15 7-3-5 19-7-9 7-5-1 34-4-0 Scale =1:60.9 Plate Offsets(X,Y):[9:Edge,0-3-8], [16:Edge,0-9-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)0.22 11-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.68 Vert(TL)-0.38 11-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.87 Horiz(TL)0.09 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:155 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-9-10ocbracing. WEBS 1Rowatmidpt 8-9,4-11,8-10,5-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1351/0-6-0,(min.0-2-9),16=1345/0-4-0,(min.0-2-5) MaxHoriz16=215(LC16) MaxUplift9=-605(LC12),16=-530(LC12) Max Grav9=1650(LC35),16=1484(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-18=-2334/1431,18-19=-2263/1442,3-19=-2207/1457,3-20=-2138/1312,4-20=-2076/1338,4-21=-2309/1325, 21-22=-2310/1325,5-22=-2311/1325,5-6=-1674/916,6-7=-1674/916,7-23=-1674/916,8-23=-1674/916,8-9=-1583/813, 2-16=-1417/845 BOTCHORD 15-16=-364/323,14-15=-1478/2089,13-14=-1272/1949,12-13=-1272/1949,11-12=-1272/1949,10-11=-1324/2309 WEBS 4-14=-290/381,4-11=-155/466,8-10=-1156/2109,5-10=-813/522,7-10=-658/225,3-14=-499/228,2-15=-1124/1839 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)-1-2-12 to2-2-7, Interior(1)2-2-7 to12-6-0,Exterior(2)12-6-0 to17-4-4, Interior(1)17-4-4 to34-2-4 zone; cantilever leftexposed ; end vertical leftexposed; porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding605 lbupliftatjoint9and530 lbupliftat joint16. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T39 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:51 Page: 1 ID:I_jV7CJ4rVQ6R3PY7rBRu9ye5Cz-DU3w8BKtSNq4x9lTqnZnNEOow6AtStaMOlhdVSye4TA DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 4x6 6x6 =6x6 3x4 =3x4 =6x6 =3x4 =3x5 =3x4 =3x4 =3x4 =6x8 1.5x4 =5x6 3x6 15 14 13 12 11 10 9 8 1 16 17 2 18 4 5 6 21 720193 T2 T3 B1 B3B2 6-5-9 20-11-9 6-7-5 27-6-15 7-3-0 7-3-0 7-3-0 14-6-0 6-9-1 34-4-0 6-7-5 27-6-15 6-7-5 20-11-9 6-9-1 34-4-0 7-1-4 14-4-4 7-3-0 7-3-0 Scale =1:59 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)0.19 13-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.64 Vert(TL)-0.32 13-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.81 Horiz(TL)0.08 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:161 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6,W4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-8-15ocbracing. WEBS 1Rowatmidpt 7-8,3-10,7-9,4-9,1-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1345/0-6-0,(min.0-2-8),15=1262/0-4-0,(min.0-2-3) MaxHoriz15=229(LC16) MaxUplift8=-601(LC12),15=-469(LC12) Max Grav8=1608(LC34),15=1414(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-16=-2451/1425,16-17=-2367/1432,2-17=-2302/1451,2-18=-1948/1214,3-18=-1875/1236,3-19=-1882/1129, 19-20=-1884/1129,4-20=-1885/1129,4-5=-1317/750,5-6=-1317/750,6-21=-1317/750,7-21=-1317/750,7-8=-1547/828, 1-15=-1340/757 BOTCHORD 14-15=-394/310,13-14=-1495/2185,12-13=-1181/1732,11-12=-1181/1732,10-11=-1181/1732,9-10=-1128/1882 WEBS 3-13=-345/473,3-10=-263/240,7-9=-1051/1844,4-10=-223/316,4-9=-802/537,6-9=-600/206,2-13=-706/347, 1-14=-1118/1887 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 to3-6-15, Interior(1)3-6-15 to14-6-0,Exterior(2)14-6-0 to19-4-4, Interior(1)19-4-4 to34-2-4 zone; cantilever leftexposed ; end vertical leftexposed; porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;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 withstanding601 lbupliftatjoint8and469 lbupliftat joint15. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T40 1 11904258-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:51 Page: 1 ID:f1e5SABtfwdliHUavg?YMYye5Bq-DU3w8BKtSNq4x9lTqnZnNEOq06BSSuQMOlhdVSye4TA DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 2x4 6x8 =4x4 =8x10 3x8 =6x8 =4x4 =3x4 =3x4 =3x4 =5x10 3x4 1.5x4 =6x6 =5x6 17 16 10 26 9 1 18 2 15 14 23 13 24 12 25 11 3 205 6 7 22 821194 T2 B1 B3 B1 0-2-12 0-2-12 1-2-12 -1-2-12 2-1-8 2-4-4 2-4-12 4-9-0 2-4-4 19-0-0 3-11-0 12-7-0 3-11-0 8-8-0 4-0-12 16-7-12 2-1-4 4-7-4 2-6-0 2-6-0 2-6-0 19-0-0 3-11-0 12-7-0 3-11-0 16-6-0 4-0-12 8-8-0 Scale=1:36.3 PlateOffsets(X,Y):[3:0-4-8,0-4-0], [4:0-2-12,0-0-12], [11:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.48 Vert(LL)0.16 12-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.57 Vert(TL)-0.31 12-13 >721 180 TCDL 10.0 RepStress Incr NO WB 0.88 Horiz(TL)0.19 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:116 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T2:2x6SP2400F2.0E BOT CHORD 2x4SPFNo.2*Except*B2:2x4SP2400F2.0E,B3:2x6SP2400F2.0E, B4:2x4SPFStud WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-2-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)9=1185/0-6-0,(min.0-2-1),17=1150/0-6-0,(min.0-1-15) Max Horiz17=116(LC9) Max Uplift9=-390(LC9),17=-376(LC8) Max Grav9=1300(LC31),17=1238(LC32) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-17=-1239/396,2-3=-2603/878,3-4=-2862/997,4-19=-3920/1275,5-19=-3926/1276,5-20=-3554/1115, 6-20=-3554/1115,6-21=-1860/569,7-21=-1860/569,7-22=-1729/532,8-22=-1729/532,8-9=-1227/418 BOTCHORD 14-15=-1037/2883,14-23=-1027/2840,13-23=-1027/2840,13-24=-1314/3919,12-24=-1314/3919,12-25=-1157/3554, 11-25=-1157/3554,7-11=-374/189 WEBS 2-16=-158/505,2-15=-673/1808,8-11=-655/2045,4-14=-112/470,4-15=-328/169,4-13=-330/1162,6-11=-1796/579, 5-13=-352/152,5-12=-411/167,6-12=-34/315 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 ; end vertical leftandrightexposed;Lumber DOL=1.60plategripDOL=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 than 0.500/12 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. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding376 lbupliftat joint17and390lbupliftat joint9. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)195 lbdownand176 lbupat4-9-0,72lbdownand65 lbupat6-9-12,72 lbdownand65 lbupat8-9-12,72 lbdownand65 lbupat10-9-12,72lbdownand65 lbupat12-9-12,72 lbdownand65 lbupat14-9-12,and80lbdownand84lbupat 16-9-12,and88 lbdownand81 lbupat18-5-4on top chord,and102 lbdownand66 lbupat4-9-0,40 lbdownand28lbupat6-9-12,40 lbdownand28 lbupat8-9-12, 40 lbdownand28lbupat10-9-12,40 lbdownand28 lbupat12-9-12,40 lbdownand28lbupat14-9-12,and45 lbdownat16-7-12,and57 lbdownat18-5-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T41 1 11904258-12T Jack-ClosedGirder Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:52 Page: 1 ID:bDL7ZIq6ACIEZQ1mWIS_?kye5B?-hgdJMXLWDgyxZJKfOV50wSx5oWYhBKcWcPQB2uye4T9 Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-8=-61,16-17=-20,11-15=-20,9-10=-20 ConcentratedLoads(lb) Vert:4=-142(B),7=-48(B),11=-29(B),14=-96(B),13=-36(B),6=-41(B),5=-41(B),12=-36(B),19=-41(B),20=-41(B),21=-41(B),22=-66(B),23=-36(B), 24=-36(B),25=-36(B),26=-35(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T41 1 11904258-12T Jack-ClosedGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:56:52 Page: 2 ID:bDL7ZIq6ACIEZQ1mWIS_?kye5B?-hgdJMXLWDgyxZJKfOV50wSx5oWYhBKcWcPQB2uye4T9 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 2x4 6x8 =4x4 3x5 =4x10 1.5x4 =5x12 =3x4 =3x4 =5x12 3x4 1.5x4 =3x4 =4x4 15 14 9 8 1 2 13 12 11 10 16 3 5 19 6 718174 T2 B1 B1 B3 0-2-12 0-2-12 1-2-12 -1-2-12 2-1-8 2-4-4 2-4-4 19-0-0 4-3-4 6-7-8 4-11-4 11-6-12 5-1-0 16-7-12 2-6-0 2-6-0 2-6-0 19-0-0 3-11-12 6-5-12 5-1-0 11-6-12 4-11-4 16-6-0 Scale =1:36.3 Plate Offsets(X,Y):[4:0-6-0,0-1-5], [13:0-3-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)-0.08 11-12 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.59 Vert(TL)-0.18 11-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.64 Horiz(TL)0.14 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:87 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=739/0-6-0,(min.0-1-8),15=776/0-6-0,(min.0-1-8) MaxHoriz15=155(LC13) MaxUplift8=-154(LC13),15=-141(LC12) Max Grav8=909(LC35),15=878(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-15=-869/227,2-16=-1688/479,3-16=-1645/482,3-4=-1959/651,4-17=-1707/291,17-18=-1708/291,5-18=-1710/291, 5-19=-809/153,6-19=-809/153,6-7=-765/145,7-8=-872/169 BOTCHORD 3-13=-280/131,12-13=-382/1415,11-12=-385/1408,10-11=-345/1707,6-10=-340/122 WEBS 2-13=-508/1303,4-13=-368/723,7-10=-215/1118,5-10=-992/176,4-11=-90/334 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-7-8,Exterior(2)6-7-8 to10-10-7, Interior(1)10-10-7 to18-10-4 zone;cantilever leftandrightexposed ; end verticalleft 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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding141 lbupliftatjoint15and154lbupliftat joint8. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T42 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:53 Page: 1 ID:cGKY9_Rbbz5m3KniVzF07tye52T-AsBhZtM8z_4oATvsxCcFSfTHiwtlwqYfr3AkaLye4T8 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 2x4 6x8 =4x4 3x4 =5x8 4x8 1.5x4 =3x4 =6x6 =3x4 =3x4 =4x8 1.5x4 1.5x4 =3x4 =3x5 10 91716 1 2 15 14 13 12 11 18 3 19 4 620 21 7 85 T2 B1 B3 B1 0-2-12 0-2-12 1-2-12 -1-2-12 2-1-8 2-4-4 3-0-12 8-7-8 3-2-8 5-6-12 3-11-4 12-6-12 4-1-0 16-7-12 2-4-4 19-0-0 2-6-0 2-6-0 2-6-0 19-0-0 2-11-0 8-5-12 3-0-12 5-6-12 3-11-4 16-6-0 4-1-0 12-6-12 Scale =1:36.3 Plate Offsets(X,Y):[11:0-2-12,0-2-0], [15:0-2-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)-0.06 14-15 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.60 Vert(TL)-0.14 14-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.59 Horiz(TL) 0.11 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:95 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=731/0-6-0,(min.0-1-8),17=764/0-6-0,(min.0-1-8) MaxHoriz17=192(LC13) MaxUplift9=-151(LC13),17=-132(LC16) Max Grav9=865(LC35),17=944(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-17=-936/220,2-18=-1784/453,3-18=-1724/455,3-19=-2012/555,4-19=-1927/565,4-5=-1183/254,5-6=-1101/207, 6-20=-547/123,20-21=-547/123,7-21=-547/123,7-8=-529/120,8-9=-831/184 BOTCHORD 14-15=-475/1415,13-14=-475/1414,12-13=-337/1052,11-12=-282/1098,7-11=-282/105 WEBS 2-16=-76/259,2-15=-526/1371,8-11=-205/927,5-13=-55/372,4-13=-529/168,4-15=-249/494,6-11=-702/152 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to8-7-8,Exterior(2)8-7-8 to12-10-7, Interior(1)12-10-7 to18-10-4 zone;cantilever leftandrightexposed ; end verticalleft 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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding132 lbupliftatjoint17and151lbupliftat joint9. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T43 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:56:54 Page: 1 ID:klaat4Wcr?PLOPIxIt3Rywye4jj-e3l3mDMmkICfodU2Vv7U?t0V?KDjfIep4jvI6nye4T7 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 2x4 6x8 =4x4 3x4 =5x8 4x8 1.5x4 =3x4 =6x6 =5x12 3x4 1.5x4 =3x4 =4x4 15 14 9 8 1 2 13 12 11 10 16 3 4 17 6 72019185 T2 B1 B3 B1 0-2-12 0-2-12 1-2-12 -1-2-12 2-1-8 2-4-4 4-0-12 10-7-8 4-2-8 6-6-12 2-4-4 19-0-0 6-0-4 16-7-12 2-6-0 2-6-0 2-6-0 19-0-0 3-11-0 10-5-12 4-0-12 6-6-12 6-0-4 16-6-0 Scale = 1:38.7 Plate Offsets(X,Y):[13:0-2-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)-0.08 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(TL)-0.18 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.68 Horiz(TL)0.13 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:96 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W1:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=721/0-6-0,(min.0-1-8),15=754/0-6-0,(min.0-1-9) Max Horiz15=228(LC13) Max Uplift8=-146(LC13),15=-145(LC16) Max Grav8=810(LC35),15=999(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-992/214,2-16=-1937/448,3-16=-1877/450,3-4=-2241/575,4-17=-1002/167,5-17=-935/184,5-18=-453/137, 18-19=-455/137,19-20=-455/137,6-20=-456/137,6-7=-425/130,7-8=-777/192 BOT CHORD 14-15=-264/214,12-13=-456/1433,11-12=-456/1431,10-11=-297/855,6-10=-474/173 WEBS 2-14=-84/298,2-13=-558/1493,4-13=-318/693,5-10=-618/160,7-10=-226/886,5-11=-31/472,4-11=-676/188 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 to10-7-8,Exterior(2)10-7-8 to14-10-7, Interior(1)14-10-7 to18-10-4 zone; cantilever leftandrightexposed;end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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)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 tobearingplatecapableofwithstanding145 lbupliftatjoint15and146lbupliftat joint8. 9)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 ClayLot11 T44 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:54 Page: 1 ID:DIm5xUYYbQE8idtTKxccR2ye4iN-e3l3mDMmkICfodU2Vv7U?t0R?KCqfHEp4jvI6nye4T7 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 2x4 6x8 =4x4 3x5 =5x8 4x8 1.5x4 =3x4 =6x6 =4x8 1.5x4 1.5x4 =3x5 =3x5 9 81514 1 16 2 13 12 11 10 17 3 4 18 19 6 21 7205 T2 B1 B3 B1 0-2-12 0-2-12 1-2-12 -1-2-12 2-1-8 2-4-4 4-0-4 16-7-12 5-0-12 12-7-8 5-2-8 7-6-12 2-4-4 19-0-0 2-6-0 2-6-0 2-6-0 19-0-0 4-0-4 16-6-0 4-11-0 12-5-12 5-0-12 7-6-12 Scale = 1:41.3 Plate Offsets(X,Y):[10:0-2-12,0-2-0], [13:0-2-4,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)-0.10 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.73 Vert(TL)-0.23 12-13 >960 180 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.15 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:102 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W1:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-3-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=708/0-6-0,(min.0-1-8),15=747/0-6-0,(min.0-1-9) Max Horiz15=264(LC13) Max Uplift8=-140(LC13),15=-154(LC16) Max Grav8=742(LC35),15=1007(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-1003/210,2-17=-2095/444,3-17=-2035/445,3-4=-2479/590,4-18=-847/137,18-19=-754/148,5-19=-753/158, 5-20=-312/131,6-20=-314/131,6-21=-304/127,7-21=-304/127,7-8=-711/215 BOT CHORD 14-15=-303/242,3-13=-319/139,12-13=-435/1438,11-12=-435/1437,10-11=-258/683,6-10=-320/123 WEBS 2-14=-92/320,2-13=-592/1618,4-13=-396/917,5-10=-621/162,7-10=-228/731,5-11=-51/526,4-11=-858/213 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 to12-7-8,Exterior(2)12-7-8 to16-7-12, Interior(1)16-7-12 to18-10-4 zone; cantilever leftandrightexposed;end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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)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 tobearingplatecapableofwithstanding154 lbupliftatjoint15and140lbupliftat joint8. 9)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 ClayLot11 T45 1 11904258-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:56:55 Page: 1 ID:bmQXMmIJMsj3pM9vZPgcbiye4er-6FIR_ZNOVbKWQn3E3dejX4ZcfkW?OkDyJNfreDye4T6 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 =8x10 3x8 3x8 =MT18HS8x12 5x6 =10x10 6x8 =10x10 =8x8 =8x8 2x4 17 11 1810 19 9 20 21 8 22 23 7 1 15 2 3 4 16 65 T3 B1 B2 HW1 4-4-8 4-4-8 4-9-5 14-7-8 5-5-11 9-10-3 4-4-8 19-0-0 4-4-8 4-4-8 4-6-4 19-0-0 4-7-9 14-5-12 5-5-11 9-10-3 Scale =1:42.4 Plate Offsets(X,Y):[5:0-4-0,0-3-4], [8:0-3-8,0-5-12], [9:0-3-8,0-6-4], [11:0-5-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.95 Vert(LL)0.15 9-11 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.59 Vert(TL)-0.36 9-11 >627 180 MT18HS 244/190 TCDL 10.0 RepStress Incr NO WB 0.88 Horiz(TL)0.05 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:416 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPFStud*Except*W3,W5,W6:2x4SPFNo.2 WEDGE Left:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-7-1ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)1=8095/0-6-0,(min.0-2-5),7=11035/0-6-0,(min.0-3-1) MaxHoriz1=275(LC51) MaxUplift1=-1963(LC12),7=-1669(LC9) MaxGrav1=8370(LC2),7=11104(LC31) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-15=-15521/3547,2-15=-15484/3564,2-3=-12519/2129,3-4=-12423/2150,4-16=-6365/1003,5-16=-6238/1020 BOTCHORD 1-17=-3293/13983,11-17=-3293/13983,11-18=-3293/13983,10-18=-3293/13983,10-19=-3293/13983, 9-19=-3293/13983,9-20=-2006/11560,20-21=-2006/11560,8-21=-2006/11560,8-22=-905/5579,22-23=-905/5579, 7-23=-905/5579 WEBS 2-11=-1227/2908,2-9=-2639/1414,4-9=-1363/7642,4-8=-8140/1625,5-8=-1649/10698,5-7=-10202/1586 NOTES 1) 3-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:2x8-4rows 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; cantilever leftandrightexposed ; endvertical leftandrightexposed;Lumber DOL=1.60plategripDOL=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)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1669 lbupliftat joint7and1963 lbupliftat joint1. 11)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 T46 1 31904258-12T HalfHipGirder JobReference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc.Fri Sep1310:57:02 Page: 1 ID:C5ROiQh42VKckB0BMmlpIAye4d1-xPgiEcS95R5f8iWOPul7nLoW78bWoOvqhI69stye4T0 Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)51 lbdownat2-6-0,3240 lbdownand1624lbupat4-4-8,2153 lbdown and300lbupat6-6-0,2153 lbdownand241 lbupat8-6-0,2153lbdownand227 lbupat10-6-0,2167 lbdownand258 lbupat12-6-0,2232 lbdownand286 lbupat 14-6-0,and2206lbdownand275 lbupat16-6-0,and1738 lbdownand238lbupat18-6-0onbottom chord.Thedesign/selectionofsuchconnectiondevice(s) is the responsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-6=-61,7-12=-20 ConcentratedLoads(lb) Vert:11=-3086(F),8=-2232(F),17=-43(F),18=-2120(F),19=-2055(F),20=-2102(F),21=-2167(F),22=-2206(F),23=-1738(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 T46 1 31904258-12T HalfHipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:57:02 Page: 2 ID:C5ROiQh42VKckB0BMmlpIAye4d1-xPgiEcS95R5f8iWOPul7nLoW78bWoOvqhI69stye4T0 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 1.5x4 1.5x4 =3x4 1.5x4 =4x4 1.5x4 1.5x4 3x4 1 5 9 8 7 6 2 4 1514 3 B1 B2 0-4-10 17-3-5 8-3-1 16-10-12 8-7-11 8-7-11 17-3-5Scale = 1:40 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 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.26 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:57 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 withStabilizer Installationguide.REACTIONS Allbearings17-3-5. (lb)-Max Horiz1=-165(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-198(LC17), 9=-200(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=445(LC 30),7=382(LC2),9=447(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-142/251 WEBS 3-7=-326/8,2-9=-326/232,4-6=-326/231 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)0-0-5to3-0-5,Exterior(2)3-0-5 to8-8-0, Corner(3)8-8-0 to11-8-0,Exterior(2)11-8-0 to17-3-11 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)9=200,6=197. 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 ClayLot11 V01 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:03 Page: 1 ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-tonTfITPd3LNN?gnXInbsmu1jyOuGR178cbGwlye4T_ DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 1 5 8 7 6 42 13 14 3 B1 0-4-10 14-7-5 6-11-1 14-2-12 7-3-11 7-3-11 14-7-5Scale = 1:36.9 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)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 0.13 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:46 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings14-7-5. (lb)-Max Horiz1=-139(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-165(LC17), 8=-167(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=370(LC 30),7=302(LC2),8=373(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-284/204,4-6=-284/203 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)0-0-5to3-0-5,Exterior(2)3-0-5 to7-4-0, Corner(3)7-4-0 to10-4-0,Exterior(2)10-4-0 to14-7-11 zone; cantileverleftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=167,6=164. 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 ClayLot11 V02 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:03 Page: 1 ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-tonTfITPd3LNN?gnXInbsmu2oyPoGT378cbGwlye4T_ DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 3x4 1 5 8 7 6 2 4 13 14 3 B1 0-4-10 11-11-5 5-7-1 11-6-12 5-11-11 5-11-11 11-11-5Scale = 1:33.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:36 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-11-5. (lb)-Max Horiz1=-113(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-158(LC17), 8=-161(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=344(LC 30),8=347(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-318/229,4-6=-318/228 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)0-0-5to3-0-5,Exterior(2)3-0-5 to6-0-0, Corner(3)6-0-0 to9-0-0,Exterior(2)9-0-0 to11-11-11 zone; cantilever leftandrightexposed;end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=161,6=158. 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 ClayLot11 V03 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:04 Page: 1 ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-L_LrteU1OMTE?9Fz50IqP_QDVMlr?xDHNGKpSCye4Sz DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 =4x4 1.5x4 3x4 1 3 4 109 2 B1 0-4-10 9-3-5 4-3-1 8-10-12 4-7-11 4-7-11 9-3-5Scale = 1:30.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 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 0.15 Horiz(TL)0.00 3 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 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-3-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=17/9-3-5,(min.0-1-8),3=17/9-3-5,(min.0-1-8),4=622/9-3-5, (min.0-1-8) Max Horiz1=-87(LC12) Max Uplift1=-32(LC34),3=-32(LC33),4=-137(LC16) Max Grav1=61(LC33),3=61(LC34),4=704(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-118/273,2-9=-94/314,2-10=-94/314,3-10=-118/273 BOT CHORD 1-4=-287/170,3-4=-287/170 WEBS 2-4=-526/220 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)0-0-5to3-0-5,Exterior(2)3-0-5 to4-8-0, Corner(3)4-8-0 to7-8-0,Exterior(2)7-8-0 to9-3-11 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint1,32 lbupliftatjoint3and137 lbupliftat joint4. 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 ClayLot11 V04 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:04 Page: 1 ID:S4HnNVslWcilQIIXywAd7IyeKLu-L_LrteU1OMTE?9Fz50IqP_QCHMj4?wzHNGKpSCye4Sz DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 =4x4 1.5x4 2x4 1 3 4 2 B1 0-4-10 6-7-5 2-11-1 6-2-12 3-3-11 3-3-11 6-7-5 Scale = 1:27.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-7-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=42/6-7-5,(min.0-1-8),3=42/6-7-5,(min.0-1-8),4=383/6-7-5, (min.0-1-8) Max Horiz1=-61(LC12) Max Uplift3=-8(LC17),4=-72(LC16) Max Grav1=69(LC33),3=69(LC34),4=433(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-295/117 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)0-0-5to3-0-5,Exterior(2)3-0-5 to3-4-0, Corner(3)3-4-0 to6-4-0,Exterior(2)6-4-0 to6-7-11 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding8lbupliftat joint3and72 lbupliftat joint4. 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 ClayLot11 V05 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:05 Page: 1 ID:S4HnNVslWcilQIIXywAd7IyeKLu-pAvD4zVf9gb5cJq9ejp3xBzPDm5wkOTQcw4N_eye4Sy DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 =3x4 2x4 1 3 2 B1 0-4-10 3-11-5 1-7-1 3-6-12 1-11-11 1-11-11 3-11-5 Scale = 1:25.5 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.09 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:9 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=140/3-11-5,(min.0-1-8),3=140/3-11-5,(min.0-1-8) Max Horiz1=-34(LC12) Max Uplift1=-21(LC16),3=-21(LC17) Max Grav1=158(LC2),3=158(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- C Corner(3) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding21 lbupliftat joint1and21 lbupliftat joint3. 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 ClayLot11 V06 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:05 Page: 1 ID:S4HnNVslWcilQIIXywAd7IyeKLu-pAvD4zVf9gb5cJq9ejp3xBzPUm5MkPZQcw4N_eye4Sy DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 =3x4 =4x4 3x4 1 13 12 11 10 9 8 7 62 53 1918 4 B1 B2 0-4-10 20-3-5 9-9-1 19-10-12 10-1-11 10-1-11 20-3-5Scale = 1:43.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.19 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 TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings20-3-5. (lb)-Max Horiz1=194(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-128(LC17), 9=-180(LC17),11=-182(LC16),13=-112(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=286(LC 30),9=381(LC30),10=252(LC32),11=381(LC29),13=297 (LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 3-11=-305/230,5-9=-305/229 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)0-0-5to3-0-5,Exterior(2)3-0-5 to10-2-0, Corner(3)10-2-0 to13-2-0,Exterior(2)13-2-0 to19-10-12 zone;cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) 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)1,7except(jt=lb)11=181,13=112,9=179,8=128. 11)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 ClayLot11 V07 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:06 Page: 1 ID:wHr9brsNHwqc2StkVdhsgVyeKLt-pAvD4zVf9gb5cJq9ejp3xBzOIm5AkNeQcw4N_eye4Sy DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 1.5x4 1.5x4 =3x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 1 5 9 8 7 6 42 14 15 3 B1 B2 0-4-10 17-7-5 8-5-1 17-2-12 8-9-11 8-9-11 17-7-5Scale = 1:40.4 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) 15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.28 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:58 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 withStabilizer Installationguide.REACTIONS Allbearings17-7-5. (lb)-Max Horiz1=-168(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-203(LC17), 9=-205(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=455(LC 30),7=394(LC2),9=458(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-148/268 WEBS 3-7=-340/9,2-9=-333/237,4-6=-333/235 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)0-0-5to3-0-5,Exterior(2)3-0-5 to8-10-0, Corner(3)8-10-0 to11-10-0,Exterior(2)11-10-0to17-7-11 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)9=205,6=202. 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 ClayLot11 V08 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:06 Page: 1 ID:wHr9brsNHwqc2StkVdhsgVyeKLt-HNTbIJWIw_jyETPLCRLIUPWYm9QPToRaqapwW4ye4Sx DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 3x4 1 5 8 7 6 42 1413 3 B1 0-4-10 14-11-5 7-1-1 14-6-12 7-5-11 7-5-11 14-11-5Scale = 1:37.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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 0.14 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:48 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings14-11-5. (lb)-Max Horiz1=-142(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-168(LC17), 8=-171(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=378(LC 30),7=310(LC2),8=381(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-288/207,4-6=-288/205 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)0-0-5to3-0-5,Exterior(2)3-0-5 to7-6-0, Corner(3)7-6-0 to10-6-0,Exterior(2)10-6-0 to14-11-11 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=171,6=168. 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 ClayLot11 V09 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:06 Page: 1 ID:wHr9brsNHwqc2StkVdhsgVyeKLt-HNTbIJWIw_jyETPLCRLIUPWZx9RXTqdaqapwW4ye4Sx DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 1 5 8 7 6 42 1413 3 B1 0-4-10 12-3-5 5-9-1 11-10-12 6-1-11 6-1-11 12-3-5Scale = 1:34.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:37 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings12-3-5. (lb)-Max Horiz1=-116(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-145(LC17), 8=-148(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=327(LC 30),7=253(LC2),8=331(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-276/204,4-6=-276/202 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)0-0-5to3-0-5,Exterior(2)3-0-5 to6-2-0, Corner(3)6-2-0 to9-2-0,Exterior(2)9-2-0 to12-3-11 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=148,6=145. 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 ClayLot11 V10 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:07 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-lZ1zVfWwgHrpsd_Ym8sX1c2k1ZnZCI_j3EZU2Xye4Sw DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 3x4 1.5x4 =4x4 3x4 1 3 4 109 2 B1 0-4-10 9-7-5 4-5-1 9-2-12 4-9-11 4-9-11 9-7-5Scale = 1:31.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:27 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-7-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=12/9-7-5,(min.0-1-8),3=12/9-7-5,(min.0-1-8),4=656/9-7-5, (min.0-1-8) Max Horiz1=-90(LC12) Max Uplift1=-37(LC34),3=-37(LC33),4=-147(LC16) Max Grav1=59(LC33),3=59(LC34),4=742(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-128/295,2-9=-104/336,2-10=-104/336,3-10=-128/295 BOT CHORD 1-4=-307/180,3-4=-307/180 WEBS 2-4=-558/235 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)0-0-5to3-0-5,Exterior(2)3-0-5 to4-10-0, Corner(3)4-10-0 to7-10-0,Exterior(2)7-10-0 to9-7-11 zone;cantileverleftandrightexposed ; endvertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding37 lbupliftat joint1,37 lbupliftatjoint3and147 lbupliftat joint4. 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 ClayLot11 V11 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:07 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-lZ1zVfWwgHrpsd_Ym8sX1c2iAZlYCHUj3EZU2Xye4Sw DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 1.5x4 =4x4 2x4 1 3 4 2 B1 0-4-10 6-11-5 3-1-1 6-6-12 3-5-11 3-5-11 6-11-5 Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 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:19 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-11-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=41/6-11-5,(min.0-1-8),3=41/6-11-5,(min.0-1-8), 4=410/6-11-5,(min.0-1-8) Max Horiz1=-64(LC14) Max Uplift3=-8(LC12),4=-79(LC16) Max Grav1=69(LC33),3=69(LC34),4=464(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-321/128 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)0-0-5to3-0-5,Exterior(2)3-0-5 to3-6-0, Corner(3)3-6-0 to6-6-0,Exterior(2)6-6-0 to6-11-11 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding8lbupliftat joint3and79 lbupliftat joint4. 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 ClayLot11 V13 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:08 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-DlbMi?XYRbzgTmZkKsNmZqbwFz6Rxl6sIuI1bzye4Sv DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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 12 2x4 1.5x4 =4x4 2x4 1 3 4 2 B1 0-4-10 4-3-5 0-4-10 0-4-10 1-9-1 3-10-12 1-9-1 2-1-11 4-3-5 Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 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 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=44/4-3-5,(min.0-1-8),3=44/4-3-5,(min.0-1-8),4=215/4-3-5, (min.0-1-8) Max Horiz1=-38(LC12) Max Uplift1=-5(LC16),3=-12(LC17),4=-33(LC16) Max Grav1=58(LC33),3=58(LC34),4=243(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- C Corner(3) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding5lbupliftat joint1,12lbupliftatjoint3and33 lbupliftat joint4. 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 ClayLot11 V14 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:08 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-DlbMi?XYRbzgTmZkKsNmZqbxfz7gxmrsIuI1bzye4Sv DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 4x6 =5x6 =3x6 =3x6 =3x6 =3x6 =6x6 4x6 1 14 27 26 25 24 2322 21 20 19 18 17 16 15 32 383733 2 13 3634312 6 35 7 8 9 1045 11T2T3 B1 B1B3B2 0-8-6 48-7-1413-8-1047-11-914-4-1514-4-15 19-10-034-2-15 48-7-14 Scale = 1:78.9 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 0.49 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.43 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.24 Horiz(TL) 0.01 15 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:162 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings48-7-14. (lb)-Max Horiz1=-102(LC21) Max UpliftAlluplift100(lb)orlessat joint(s)1,14,16,17,19,20,21,23, 25,26except15=-145(LC17),27=-142(LC16) Max GravAllreactions250(lb)orlessat joint(s)1,14except15=651(LC 38),16=360(LC38),17=391(LC38),19=442(LC37),20=412 (LC37),21=415(LC37),23=434(LC37),25=413(LC38), 26=358(LC38),27=635(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-32=-287/219,2-33=-136/318,3-34=-44/272,3-4=0/281,11-12=0/276,12-36=-37/272,13-37=-136/320 BOT CHORD 1-27=-202/260 WEBS 11-17=-299/140,10-19=-363/125,8-20=-331/119,7-21=-334/121,6-23=-354/121,4-25=-322/158,3-26=-315/250, 2-27=-454/264,12-16=-321/257,13-15=-464/267 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)0-0-10 to4-11-0,Exterior(2)4-11-0 to14-5-9, Corner(3)14-5-9 to19-3-15,Exterior(2)19-3-15 to34-3-9, Corner(3)34-3-9to39-1-15,Exterior(2)39-1-15 to 48-8-8 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=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. 4)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 than 0.500/12 inaccordance with IBC1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare2x4MT20unlessotherwiseindicated. 8) Gablerequires continuousbottom chordbearing. 9) Gablestuds spacedat4-0-0oc. 10)This trusshasbeendesignedfora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,14,17,19,20,21,23,25,26,16except(jt=lb)27=141, 15=144. 12)This truss is designed inaccordance with the2012 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 V15 1 11904258-12T Valley JobReference(optional) Run:8.31 S Jul272019 Print:8.310S Jul272019MiTekIndustries,Inc.Fri Sep1310:57:09 Page: 1 ID:KsWIDsvGarCBvvcIBmEZI8yeKLq-DlbMi?XYRbzgTmZkKsNmZqbqaz1kxjXsIuI1bzye4Sv DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x5 =6x6 =3x6 =3x6 =5x6 3x5 1 12 23 22 21 20 19 18 17 16 15 14 13 332934112 30 103 5 31 6 32 7 984 T2 B1 B1B2 0-8-6 43-10-5 13-3-1343-1-1514-0-214-0-2 15-10-029-10-2 43-10-5 Scale = 1:71.7 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 0.54 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.30 Horiz(TL)-0.04 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:143 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor9-10-12ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings43-10-5. (lb)-Max Horiz1=99(LC16) Max UpliftAlluplift100(lb)orlessat joint(s)1,14,15,17,18,19,21,22, 12except13=-134(LC17),23=-139(LC16) Max GravAllreactions250(lb)orlessat joint(s)1except13=609(LC 38),14=352(LC38),15=562(LC38),17=433(LC37),18=406 (LC37),19=442(LC37),21=527(LC38),22=396(LC38), 23=579(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-29=-343/593,2-29=-329/684,2-30=-254/638,3-30=-236/651,3-4=-140/647,4-5=-70/549,5-31=-71/548,6-31=-71/548, 6-32=-71/548,7-32=-71/548,7-8=-70/549,8-9=-68/547,9-10=-125/655,10-11=-197/646,11-34=-295/685, 33-34=-299/659,12-33=-313/593 BOT CHORD 1-23=-548/367,22-23=-548/367,21-22=-548/367,20-21=-548/367,19-20=-548/367,18-19=-548/367,17-18=-548/367, 16-17=-548/367,15-16=-548/367,14-15=-548/367,13-14=-548/367,12-13=-548/367 WEBS 4-21=-439/218,3-22=-344/254,2-23=-422/245,5-19=-362/125,6-18=-324/120,7-17=-354/122,9-15=-470/166, 10-14=-314/232,11-13=-437/249 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)0-0-10 to4-5-4,Exterior(2)4-5-4 to14-0-12,Corner(3)14-0-12 to18-5-6,Exterior(2)18-5-6 to29-10-12,Corner(3)29-10-12 to34-0-12,Exterior(2)34-0-12 to 43-10-14 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=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. 4)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 than 0.500/12 inaccordance with IBC1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwiseindicated. 8) Gablerequires continuousbottom chordbearing. 9) Gablestuds spacedat4-0-0oc. 10)This trusshasbeendesignedfora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,21,22,19,18,17,15,14except(jt=lb)23=139,13=134. 12)This truss is designed inaccordance with the2012 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 V16 1 11904258-12T Valley JobReference(optional) Run:8.31 S Jul272019 Print:8.310S Jul272019MiTekIndustries,Inc.Fri Sep1310:57:10 Page: 1 ID:o24gQCvuL8K2W3AVkTmoqLyeKLp-ix9kwLYACv5X5w7wtZu?618_WNPvg9s0XY2a7Pye4Su Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 V16 1 11904258-12T Valley Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.FriSep1310:57:10 Page: 2 ID:o24gQCvuL8K2W3AVkTmoqLyeKLp-ix9kwLYACv5X5w7wtZu?618_WNPvg9s0XY2a7Pye4Su DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x5 =6x6 =3x6 =3x6 =5x6 3x5 1 11 21 20 19 18 17 16 15 14 13 12 27 34 3328353229102 93 5 30 31 6 874 T2 B1 B1B2 0-8-6 39-0-11 11-10-025-5-6 12-11-038-4-613-7-613-7-6 39-0-11 Scale=1:64.5 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 0.51 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.28 Horiz(TL)-0.04 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:125 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings39-0-11. (lb)-Max Horiz1=96(LC16) Max UpliftAlluplift100(lb)or lessatjoint(s)1,13,14,16,17,19,20,11 except12=-126(LC17),21=-131(LC16) Max GravAllreactions250(lb)or lessatjoint(s)1except12=582(LC 38),13=362(LC38),14=559(LC38),16=425(LC37),17=437 (LC37),19=523(LC38),20=410(LC38),21=547(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-28=-318/593,28-29=-306/622,2-29=-300/677,2-3=-235/653,3-4=-125/645,4-5=-56/548,5-30=-57/547, 30-31=-57/547,6-31=-57/547,6-7=-56/548,7-8=-54/547,8-9=-109/654,9-10=-184/648,10-32=-271/678, 32-35=-273/667,33-35=-279/651,11-33=-290/593,11-34=-345/588,11-34=-349/574 BOTCHORD 1-21=-547/340,20-21=-547/340,19-20=-547/340,18-19=-547/340,17-18=-547/340,16-17=-547/340,15-16=-547/340, 14-15=-547/340,13-14=-547/340,12-13=-547/340,11-12=-547/340 WEBS 4-19=-436/211,3-20=-352/245,2-21=-399/224,5-17=-356/128,6-16=-346/119,8-14=-468/159,9-13=-321/235, 10-12=-416/229 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)0-0-10 to3-11-8,Exterior(2)3-11-8 to13-7-15, Corner(3)13-7-15 to17-7-15,Exterior(2)17-7-15 to25-5-15, Corner(3)25-5-15 to29-7-15,Exterior(2)29-7-15 to39-1-5 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,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=1.15Plate 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. 5) Unbalanced snowloadshavebeenconsidered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequirescontinuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,19,20,17,16,14,13except(jt=lb)21=130,12=126. 12)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot11 V17 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.FriSep1310:57:11 Page: 1 ID:lQCQrux8tmammNKtsuoGwmyeKLn-A8i67hZozCDNj4i7RGPEeFgAonlUPcO9lCn8fsye4St Continuedonpage 2 DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 V17 1 11904258-12T Valley Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.FriSep1310:57:11 Page: 2 ID:lQCQrux8tmammNKtsuoGwmyeKLn-A8i67hZozCDNj4i7RGPEeFgAonlUPcO9lCn8fsye4St DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x4 =6x6 =3x4 =3x4 =4x4 3x4 1 103324 19 18 17 16 15 14 13 12 11 3225 922631 832730 5 2928 764 T2 B1 B3B2 0-8-6 34-3-2 7-10-0 21-0-9 12-6-3 33-6-12 13-2-9 13-2-9 34-3-2 Scale =1:57.4 Plate Offsets(X,Y):[6:0-2-0,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 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.00 19 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:107 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings34-3-2. (lb)-MaxHoriz1=94(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,10,12,13,15,17,18 except11=-116(LC17),19=-120(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,10except11=536(LC 38),12=400(LC38),13=378(LC38),15=461(LC37),17=359 (LC38),18=403(LC38),19=550(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-24=-278/103,1-24=-262/107,10-33=-261/96 WEBS 4-17=-272/133,3-18=-347/225,2-19=-394/206,5-15=-382/130,7-13=-292/147,8-12=-342/218,9-11=-386/204 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)0-0-10 to3-5-11,Exterior(2)3-5-11 to13-3-2,Corner(3)13-3-2 to16-8-4,Exterior(2)16-8-4 to21-1-2, Corner(3)21-1-2 to24-6-4,Exterior(2)24-6-4 to34-3-11 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)1,10,17,18,15,13,12except(jt=lb)19=119,11=116. 12)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 V18 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.FriSep1310:57:11 Page: 1 ID:Ddmp3Eyme3idOXv4QbJVS_yeKLm-eKGUL1aQkWLEKEHJ?_wTBSDNHA5a84iJ_sXhCIye4Ss DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x4 =6x6 =3x4 =4x4 3x4 1 16 15 1413 12 11 10 9 21 2829 82 2722 73 23 26 24 25 654 T2 B1 B2 0-8-6 29-5-8 3-10-0 16-7-12 12-1-6 28-9-2 12-9-12 12-9-12 29-5-8 Scale =1:50.2 Plate Offsets(X,Y):[5:0-2-0,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 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 16 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:89 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings29-5-8. (lb)-MaxHoriz1=94(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,9,12,14except10=-106 (LC17),11=-102(LC17),15=-101(LC16),16=-112(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=465(LC 38),11=426(LC38),12=344(LC2),14=335(LC53),15=414 (LC38),16=522(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-21=-310/106 BOTCHORD 1-16=-87/278 WEBS 4-14=-251/120,3-15=-354/214,2-16=-375/190,6-12=-263/145,7-11=-355/208,8-10=-346/195 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)0-0-10 to3-0-10,Exterior(2)3-0-10 to12-10-6, Corner(3)12-10-6 to15-10-6,Exterior(2)15-10-6 to16-8-6,Corner(3)16-8-6 to19-8-6,Exterior(2)19-8-6 to 28-9-15zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)1,9,14,12except(jt=lb)15=100,16=112,11=101,10=105. 12)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 V19 1 11904258-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:57:12 Page: 1 ID:hpKBGayPPNqT?gUGzJqk?ByeKLl-6WqsYNa2VqT5yOsVZhSikgmZoaSNtY5SDWGFkkye4Sr DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x4 =3x4 =4x4 3x4 1 13 1211 10 9 8 7 2318 2426 3 519222120 4 B1 B2 0-8-6 24-7-14 11-7-10 23-11-9 12-3-15 12-3-15 24-7-14 Scale =1:43.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)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 0.13 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:72 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings24-7-14. (lb)-MaxHoriz1=92(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7,8except9=-106(LC 17),12=-105(LC16),13=-104(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=340(LC 2),9=335(LC34),10=330(LC2),12=326(LC33),13=374 (LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-12=-256/218,2-13=-254/184,5-9=-260/219 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)0-0-10 to3-0-10,Exterior(2)3-0-10 to12-4-9, Corner(3)12-4-9 to15-4-9,Exterior(2)15-4-9 to24-0-6 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)Allplatesare1.5x4MT20unlessotherwise indicated. 7) Gablerequires continuousbottom chordbearing. 8) Gable studsspacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7,8except(jt=lb)12=104,13=103,9=105. 11)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 V20 1 11904258-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:57:13 Page: 1 ID:hpKBGayPPNqT?gUGzJqk?ByeKLl-ajOFmjbhG7cyaYRi6PzxGtImB_pIc0bcRA0oGAye4Sq DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x5 1.5x4 1.5x4 =3x4 1.5x4 =4x4 1.5x4 1.5x4 3x5 1 9 8 7 6 5 1714 18 2 4 1615 3 B1 B2 0-8-6 19-10-5 9-2-13 19-1-15 9-11-2 9-11-2 19-10-5 Scale =1:35.9 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)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:54 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings19-10-5. (lb)-MaxHoriz1=74(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5,7except6=-141(LC 17),9=-147(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=462(LC 34),7=338(LC2),9=493(LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-7=-303/136,2-9=-337/241,4-6=-323/238 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)0-0-10 to3-0-10,Exterior(2)3-0-10 to9-11-12, Corner(3)9-11-12 to12-11-12,Exterior(2)12-11-12 to19-2-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studsspacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5,7except(jt=lb)9=146,6=141. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot11 V21 1 11904258-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310S Jul272019MiTekIndustries, Inc.Fri Sep1310:57:14 Page: 1 ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-2vydz2cJ1RkpCh0ug6UAp5ruVO6eLT6lgqlLodye4Sp DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 1 5 8 7 6 13 18 2 4 14 17 15 16 3 B1 0-8-6 15-0-11 6-10-0 14-4-6 7-6-6 7-6-6 15-0-11 Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:39 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings15-0-11. (lb)-Max Horiz1=53(LC20) Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-107(LC17), 8=-107(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=351(LC 34),7=331(LC2),8=351(LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 3-7=-256/130,2-8=-258/221,4-6=-258/221 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)0-0-10 to3-0-10,Exterior(2)3-0-10 to7-6-15,Corner(3)7-6-15 to10-6-15,Exterior(2)10-6-15 to15-1-5 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=107,6=106. 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 ClayLot11 V22 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:14 Page: 1 ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-2vydz2cJ1RkpCh0ug6UAp5rxtO9OLTilgqlLodye4Sp DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x4 =4x4 1.5x4 3x4 1 3 4 9 14 1310 11 12 2 B1 0-8-6 10-3-2 4-5-3 9-6-12 5-1-9 5-1-9 10-3-2 Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=46/10-3-2,(min.0-1-8),3=46/10-3-2,(min.0-1-8), 4=635/10-3-2,(min.0-1-8) Max Horiz1=-35(LC21) Max Uplift1=-16(LC16),3=-23(LC17),4=-88(LC16) Max Grav1=90(LC33),3=90(LC34),4=718(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-261/364,9-10=-254/384,10-11=-252/392,2-11=-249/425,2-12=-247/425,12-13=-250/392,13-14=-252/384, 3-14=-260/364 BOT CHORD 1-4=-362/316,3-4=-362/316 WEBS 2-4=-518/375 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)0-0-10 to3-0-10,Exterior(2)3-0-10 to5-2-2, Corner(3)5-2-2 to8-2-2,Exterior(2)8-2-2 to10-3-11 zone;cantileverleftandrightexposed ; endvertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding16 lbupliftat joint1,23 lbupliftatjoint3and88 lbupliftat joint4. 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 ClayLot11 V23 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:14 Page: 1 ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-2vydz2cJ1RkpCh0ug6UAp5rvAO6aLTxlgqlLodye4Sp DE Job # 69049-W1 Dansco Engineering, LLC Date: 9/13/19 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. 5 12 3x4 =3x4 3x4 1 3 2 B1 0-8-6 5-5-8 2-0-6 4-9-2 2-8-12 2-8-12 5-5-8 Scale = 1:23.6 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.18 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:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-11ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=193/5-5-8,(min.0-1-8),3=193/5-5-8,(min.0-1-8) Max Horiz1=18(LC16) Max Uplift1=-32(LC16),3=-32(LC17) Max Grav1=218(LC2),3=218(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-450/366,2-3=-303/269 BOT CHORD 1-3=-319/408 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) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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) Gablerequires continuousbottom chordbearing. 7) Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint1and32 lbupliftat joint3. 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 ClayLot11 V24 1 11904258-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.FriSep1310:57:15 Page: 1 ID:dCRxhG_fx_4BF_ef5ktC4cyeKLj-W5W?BOdxolsgprb4Eq?PLIO6UoUD4w1uvUVvL3ye4So