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HomeMy WebLinkAbout74029-W1 SEALED 2004970-12TDE 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: 2004970-12T 101 truss design(s) 74029-W1 04/29/2020 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments. 675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall be provided to the building official as required by the General Administrative Rules (675 IAC 12) for Class 1 structures or by local ordinance for Class 2 structures. Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length is the distance from the top chord to bottom chord. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2014 Chapter 2. Warning !—Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D’Onofrio Drive, Madison, WI 53719 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 8 3 1 7 2 T1 B1 Scale = 1:19.2 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)-0.02 3-6 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)-0.04 3-6 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.00 1 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=-57(LC29),2=-51(LC12) Max Grav1=118(LC18),2=130(LC18),3=75(LC7) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding57 lbupliftat joint1and51 lbupliftat joint2. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)64 lbdownand16 lbupat2-4-0on top chord,and11 lbdownand14lb 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:8=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-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-8=-12(F=4,B=4),8=-12(F=4,B=4)-to-3=-23(F=-2,B=-2) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J01 1 12004970-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:nU6qM405q6iasZKuIxt3lYyeKHo-nDPJdfqMT7W2e9r78Pc8ls5cMWSvZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1 4 2 3 T1 B1 Scale = 1:21.5 Plate Offsets(X,Y):[2: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 0.14 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(CT)0.00 4-7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-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=196(LC23),3=15(LC30),4=15(LC20) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding44 lbupliftat joint2,19 lbupliftatjoint4and14 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J02 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:bZMOMuGCQ3uNQ1bzfwmXETyeKIm-nDPJdfqMT7W2e9r78Pc8ls5ePWUAZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.9912 3x4 2x4 5 8 4 1 6 2 7 3 W1 T1 B1 Scale = 1:25.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT)-0.03 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.05 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-3ocpurlins, 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=-59(LC12),4=-18(LC9),5=-64(LC30) Max Grav3=117(LC19),4=70(LC7),5=236(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint5,59 lbupliftatjoint3and18 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)92 lbdownand44 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-7=-28(F=12,B=12),7=-28(F=12,B=12)-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 ClayLot19 J03 1 12004970-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:rB5nDfqVHO0DniNa9p2YQSyeKGm-nDPJdfqMT7W2e9r78Pc8ls5cQWSiZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =3x4 3x5 5 4 1 2 3 W1 T1 B1 Scale = 1:26.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=150(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint5,52 lbupliftatjoint4and52 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J04 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:QoqMuBAd?oDtIPFB?T4tE4yeKHc-nDPJdfqMT7W2e9r78Pc8ls5bdWRlZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 5x6 4x6 5 4 1 2 6 3 W1 T1 B1 Scale = 1:24.7 Plate Offsets(X,Y):[2:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.09 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood 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=209(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-9-12 to2-2-4, Interior(1)2-2-4 to2-6-0 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding85 lbupliftat joint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J05 7 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Rtx49R_H_hnESsRG_lJq?PyeKGY-nDPJdfqMT7W2e9r78Pc8ls5XCWPSZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 W1 T1 B1 Scale = 1:21.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood 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=66(LC23),4=40(LC7),5=196(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding61 lbupliftat joint3and10 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J06 17 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:rSdCnT19Hc9oJJArftsXc2yeKGV-nytu3rdiTvNS5Y2seLo9ZHujtgfd4xr6E1jWqozMENG DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.9912 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:21.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.26 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(CT)-0.01 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=88(LC19),4=54(LC7),5=256(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding66 lbupliftat joint5and56 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-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 ClayLot19 J08 1 12004970-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:1fv4MU_jgu6bISi1nzn2JiyeKFG-nDPJdfqMT7W2e9r78Pc8ls5cVWTAZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 W1 T1 B1 Scale = 1:16.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 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(CT)0.00 3-4 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood 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),3=-3(LC29),4=-38(LC10) Max Grav2=43(LC18),3=32(LC7),4=37(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint4,50 lbupliftatjoint2and3 lbupliftat joint3. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 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 ClayLot19 J09 1 12004970-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Z?OYImNQv1GvlXkMDOto9fyeKEl-nDPJdfqMT7W2e9r78Pc8ls5fPWULZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 T1 W1 B1 Scale = 1:16.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)0.00 3-4 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT)0.00 3-4 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood 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=60(LC22),3=36(LC7),4=83(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Bearingat joint(s)4considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint2. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J10 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:D?TMZV66VMso?DOGQEsjqPyeK7M-nDPJdfqMT7W2e9r78Pc8ls5f1WU1Zd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.9912 3x8 4 6 3 1 5 2 T1 W1 B1 Scale = 1:20.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.53 Vert(LL)0.04 3-4 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.08 3-4 >801 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.04 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 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=-56(LC29) Max Grav2=201(LC18),3=106(LC7),4=175(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding98 lbupliftat joint2and56 lbupliftat joint4. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)25 lbdownand47 lbupat3-5-0on top chord,and4lbdownand0 lbup at3-5-0onbottom chord.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:6=-4(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-2=-82(F=-16,B=-16),4=0(F=10,B=10)-to-6=-14(F=3,B=3),6=-14(F=3,B=3)-to-3=-32 (F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J11 1 12004970-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:EM6VPZ8QUTakhHOcvbtemKyeK61-nDPJdfqMT7W2e9r78Pc8ls5YIWQVZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.9912 =3x4 3x5 5 9 10 4 1 2 6 7 8 3 W1 T1 B1 Scale = 1:24.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.98 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(CT)-0.24 4-5 >350 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.13 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor3-1-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=223/Mechanical,(min.0-1-8),4=98/Mechanical,(min. 0-1-8),5=276/0-9-11,(min.0-1-8) Max Horiz5=125(LC12) Max Uplift3=-180(LC12),5=-63(LC12) Max Grav3=282(LC19),4=149(LC7),5=316(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-287/92 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding63 lbupliftat joint5and180 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)75 lbdownand40 lbupat2-8-3,and93 lbdownand77 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=-29(B),9=0(B),10=-4(B) TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-28(F=11,B=11),6=-28(F=11,B=11)-to-7=-34(F=8,B=8),7=-34(F=8,B=8)-to-8=-65(F=-7,B=-7),8=-65(F=-7,B=-7)-to-3=-93 (F=-21,B=-21),5=0(F=10,B=10)-to-9=-13(F=4,B=4),9=-13(F=4,B=4)-to-10=-25(F=-3,B=-3),10=-25(F=-3,B=-3)-to-4=-37(F=-8,B=-8) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J12 1 12004970-12T Jack-PartialGirder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:BpLy5V_L?_Oo51l30I83c5yeK4x-nDPJdfqMT7W2e9r78Pc8ls5RBWMlZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 W1 T1 B1 Scale = 1:20.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=171(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint4and41 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J13 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:ipCIBjMjF?rBs2m3zNCsV7yeK5l-nDPJdfqMT7W2e9r78Pc8ls5dEWTLZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =3x4 3x4 5 4 1 6 2 7 3 W1 T1 B1 Scale = 1:22 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood 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=88(LC23),4=49(LC7),5=215(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to2-8-10zone; cantilever leftandrightexposed;endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint3and10 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J14 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:6OtRpkObYwDljVVeeVlZ7myeK5i-nDPJdfqMT7W2e9r78Pc8ls5bUWRqZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 5x6 3x4 5 4 1 2 6 3 W1 T1 B1 Scale = 1:24.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.51 Vert(LL)0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)-0.03 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.06 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=154(LC23),4=76(LC7),5=271(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to4-1-8 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding105 lbupliftatjoint3and6 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J15 22 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:XzZZRmQUrrbKazDDJdJHkOyeK5f-J1rxPJpkiqOB0?Gxai4vCfZOv73QqApSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =3x4 3x4 5 4 1 6 2 7 3 W1 T1 B1 Scale = 1:22 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood 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=88(LC23),4=49(LC7),5=215(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to2-8-10zone; cantilever leftandrightexposed;endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint3and10 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J16 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:B5sOfJB??CXOdfYKVMx2ogyeK4g-nDPJdfqMT7W2e9r78Pc8ls5bUWRqZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 W1 T1 B1 Scale = 1:20.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=171(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint4and41 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J17 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:7T_84?DFXpn6tyhjdnzWt5yeK4e-nDPJdfqMT7W2e9r78Pc8ls5dEWTLZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.9912 =3x4 3x5 9 10 5 4 1 2 6 7 8 3 W1 T1 B1 Scale = 1:26.4 Plate Offsets(X,Y):[2:0-0-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 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(CT)-0.25 4-5 >344 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.14 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)3=225/Mechanical,(min.0-1-8),4=100/Mechanical,(min. 0-1-8),5=254/0-9-11,(min.0-1-8) Max Horiz5=120(LC12) Max Uplift3=-181(LC12),5=-64(LC30) Max Grav3=284(LC19),4=150(LC7),5=294(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-267/83 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint5and181 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)75 lbdownand40 lbupat2-8-3,and93 lbdownand77 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=-29(F),9=0(F),10=-4(F) TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-28(F=11,B=11),6=-28(F=11,B=11)-to-7=-34(F=8,B=8),7=-34(F=8,B=8)-to-8=-65(F=-7,B=-7),8=-65(F=-7,B=-7)-to-3=-93 (F=-21,B=-21),5=0(F=10,B=10)-to-9=-13(F=4,B=4),9=-13(F=4,B=4)-to-10=-25(F=-3,B=-3),10=-25(F=-3,B=-3)-to-4=-37(F=-8,B=-8) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J18 1 12004970-12T Jack-PartialGirder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:yAPGUgiL66qRg6lPzBhuVXyeK40-nDPJdfqMT7W2e9r78Pc8ls5RxWMfZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 2x4 6 4 3 1 5 W1 T1 B1 Scale = 1:18.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.39 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(CT)-0.05 3-4 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.03 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood 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=51/Mechanical,(min. 0-1-8),4=80/0-5-6,(min.0-1-8) Max Horiz4=51(LC11) Max Uplift2=-69(LC12),4=-59(LC29) Max Grav2=160(LC18),3=90(LC7),4=137(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding59 lbupliftat joint4and69 lbupliftat joint2. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)26 lbdownand43 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:6=-3(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-2=-68(F=-9,B=-9),4=0(F=10,B=10)-to-6=-15(F=2,B=2),6=-15(F=2,B=2)-to-3=-27(F=-3, B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J19 1 12004970-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:veejAcYFdceV3s6s3tyJKIyeK2w-nDPJdfqMT7W2e9r78Pc8ls5aRWRVZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 W1 T1 B1 Scale = 1:17.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL)0.00 3-4 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)0.00 3-4 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=55(LC22),3=33(LC7),4=75(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding38 lbupliftat joint2. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J20 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:QqvnYOIetzg6D1k3Xlc9fayeK4X-nDPJdfqMT7W2e9r78Pc8ls5frWUvZd3c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 1.5x4 3x4 5 7 4 1 2 6 3 W1 T1 B1 Scale = 1:19.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins, 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=55(LC23),4=40(LC7),5=234(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint5,36 lbupliftatjoint3and16 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J21 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:w_Gs0gaackMRmw6BYEzFHDyeK1b-BXZ1htfamql1y?nRJTLsBwWF9thHHIbYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3.5412 3x4 3x4 5 48 1 6 2 7 W1 T1 B1 Scale = 1:21.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)0.07 4-5 >943 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.09 4-5 >784 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.04 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=134/Mechanical,(min.0-1-8),4=57/Mechanical,(min. 0-1-8),5=226/0-4-15,(min.0-1-8) Max Horiz5=71(LC8) Max Uplift3=-92(LC12),4=-24(LC9),5=-161(LC8) Max Grav3=190(LC19),4=107(LC7),5=298(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-274/146 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with 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 tobearingplatecapableofwithstanding161 lbupliftatjoint5,92 lbupliftat joint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)16 lbdownand35 lbupat3-6-0,and25 lbdownand41 lbupat3-6-0on top chord,and2 lbdownand27lbupat3-6-0,and5 lbdownand28 lbupat3-6-0onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibility ofothers. 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:1-6=-51 ConcentratedLoads(lb) Vert:8=1(F=1,B=0) TrapezoidalLoads(lb/ft) Vert:6=1(F=26,B=26)-to-2=-3(F=24,B=24),2=-3(F=24,B=24)-to-7=-44(F=4,B=4),7=-44(F=4,B=4)-to-3=-79(F=-14,B=-14),5=0(F=10,B=10)-to-8=-17 (F=2,B=2),8=-17(F=2,B=2)-to-4=-31(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J22 1 12004970-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:DQIDlJUcxmpoGSLcRUqqp1yeK0Q-BXZ1htfamql1y?nRJTLsBwWAEte9HIbYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 7 4 1 2 6 3 W1 T1 B1 Scale = 1:17.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins, 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=41(LC23),4=36(LC7),5=250(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint3,17 lbupliftatjoint4and71 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J23 1 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:S3EvM8mcreNAhNKGUbG?wbyeK1L-nytu3rdiTvNS5Y2seLo9ZHujYggi4xr6E1jWqozMENG DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 2x4 3x4 9 5 4 1 6 7 2 8 3 W1 T1 B1 Scale = 1:19.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.06 4-5 >826 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(CT)0.05 4-5 >977 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-0ocpurlins, 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=137(LC23),4=77(LC7),5=322(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-285/194 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-5-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding84 lbupliftat joint5,69 lbupliftatjoint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J24 15 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:WJHjMKzKHNz_hlzULb3S_hyeK?n-nytu3rdiTvNS5Y2seLo9ZHuiZgdP4xr6E1jWqozMENG DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =3x4 3x4 5 4 1 6 2 7 3 W1 T1 B1 Scale = 1:21.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 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(CT)-0.04 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=155(LC23),4=85(LC7),5=316(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-280/204 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding43 lbupliftat joint5and75 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J25 2 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:?xTwYyBa6_7e36d8dDCOz9yeHVP-BXZ1htfamql1y?nRJTLsBwWCCtf?HIbYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x4 1.5x4 3x4 8 7 1 9 2 6 5 10 3 4 W1 T1 B1 B2 B3 Scale = 1:25.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)0.04 6 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.05 7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.02 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight: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=139(LC23),5=72(LC7),8=316(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-284/183 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding43 lbupliftat joint8,56 lbupliftatjoint4and8 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J26 6 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:6dAZZykl2JL1VGjrOEWUR8yeHW?-BXZ1htfamql1y?nRJTLsBwWEJteCHIbYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 2x4 1.5x4 1.5x4 9 8 7 1 2 6 5 3 4 W1 T1 B1 B2 B3 Scale = 1:28.9 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)0.00 7 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=63(LC23),5=45(LC7),9=247(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-9, Interior(1)1-9-9 to2-7-3 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding41 lbupliftat joint9,17 lbupliftatjoint4and13 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J27 2 12004970-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:EfWKR1IE_lGMeUptecsVr2yeHVG-BXZ1htfamql1y?nRJTLsBwWFpthOHIbYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 3x4 1.5x4 3x4 8 7 1 2 9 116 5 3 10 W1 T1 B1 B2 B3 Scale = 1:23.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL)0.11 5-6 >698 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.54 Vert(CT)-0.18 5-6 >437 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.05 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:20 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=160/Mechanical,(min.0-1-8),5=87/Mechanical,(min. 0-1-8),8=246/0-8-2,(min.0-1-8) Max Horiz8=81(LC8) Max Uplift4=-99(LC12),5=-9(LC12),8=-119(LC8) Max Grav4=213(LC19),5=113(LC7),8=310(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-286/124 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding119 lbupliftat joint8,99 lbupliftat joint4and9 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)24 lbdownand32 lbupat3-10-4,and24 lbdownand32 lbupat3-10-4 on top chord,and10lbdownand27 lbupat3-10-4,and10 lbdownand27 lbupat3-10-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is the responsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:11=-19(F=-10,B=-10) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-9=-6(F=22,B=22),9=-6(F=22,B=22)-to-3=-41(F=5,B=5),3=-41(F=5,B=5)-to-10=-49(F=1,B=1),10=-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-11=-19(F=0,B=0),11=-19(F=0,B=0)-to-5=-33(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 J28 1 12004970-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:M3UE8Au1uJueUnvFNKESBuyeHTC-BXZ1htfamql1y?nRJTLsBwW9StaCHIbYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 =3x4 1.5x4 1.5x4 =3x4 3x4 1 7 8 62 1916 1817 4 53 T1 T2 T1 B1 ST1 Scale =1:26.4 Plate Offsets(X,Y):[2:0-2-10,0-1-8], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.00 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:28 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-2-14. (lb)-MaxHoriz2=31(LC20),9=31(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,8,9,13 Max GravAllreactions250(lb)or lessat joint(s)except2=360(LC41), 6=360(LC41),8=370(LC40),9=360(LC41),13=360(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-16=-320/217,16-17=-284/219,3-17=-261/224,3-4=-259/235,4-5=-259/235,5-18=-261/224,18-19=-284/220, 6-19=-320/217 BOTCHORD 2-8=-116/257,6-8=-116/257 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to4-0-14, Corner(3R)4-0-14 to7-0-14,Exterior(2N)7-0-14 to8-1-2, Corner(3R)8-1-2 to11-2-7,Exterior(2N)11-2-7 to11-9-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,6,8,2,6. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 PB01 1 12004970-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:cteLIVqKmzbiDcI2O?6Wp7yeHS?-nDPJdfqMT7W2e9r78Pc8ls5esWQVZdCc9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x5 =4x4 1.5x4 =3x5 1 5 6 42 14 15 3 T1 T1 B1 ST1 Scale =1:25.3 Plate Offsets(X,Y):[2:0-2-8,Edge], [4:0-2-8,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 0.39 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:30 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-2-14. (lb)-MaxHoriz2=51(LC20),7=51(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,4,6,7,11 Max GravAllreactions250(lb)or lessat joint(s)except2=293(LC23), 4=293(LC24),6=364(LC2),7=293(LC23),11=293(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to6-1-0, Corner(3R)6-1-0 to9-1-0,Exterior(2N)9-1-0 to11-9-13 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)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)2,4,6,2,4. 11)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 PB02 9 12004970-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:kNwF1x_UiyEsHcoYfErZrtyeHRo-nDPJdfqMT7W2e9r78Pc8ls5aUWPzZdQc9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x5 =3x4 1.5x4 1.5x4 =3x4 =3x5 1 7 8 62 1916 17 18 4 53 T1 T2 T1 B1 ST1 Scale =1:26.4 Plate Offsets(X,Y):[2:0-0-4,Edge], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-0-4,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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.00 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:28 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-2-14. (lb)-MaxHoriz2=33(LC20),9=33(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,8,9,13 Max GravAllreactions250(lb)or lessat joint(s)except2=365(LC41), 6=365(LC41),8=360(LC40),9=365(LC41),13=365(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-16=-322/213,16-17=-284/217,3-17=-264/222,3-4=-258/234,4-5=-258/234,5-18=-264/222,18-19=-284/217, 6-19=-322/213 BOTCHORD 2-8=-111/257,6-8=-111/257 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to4-2-6, Corner(3R)4-2-6 to7-2-6,Exterior(2N)7-2-6 to7-11-10, Corner(3R)7-11-10 to11-2-7,Exterior(2N)11-2-7 to11-9-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,6,8,2,6. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 PB03 1 12004970-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:RIX17M6lL1URU8YTEK0vE_yeHRe-nDPJdfqMT7W2e9r78Pc8ls5egWQ8ZdEc9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1 72021112210239242582627 2 6 53 18 19 4 T1 T1 B1 B2 W3 W2 W1W2W1 Scale =1:42.2 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 0.45 Vert(LL)-0.09 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.16 8-9 >999 180 TCDL 10.0 RepStress Incr NO WB 0.59 Horz(CT)0.05 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor4-7-8ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=4645/0-6-0,(min.0-3-12),6=4507/0-6-0,(min.0-3-9) MaxHoriz2=217(LC11) MaxUplift2=-814(LC12),6=-939(LC13) MaxGrav2=4819(LC2),6=4534(LC20) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-6104/1032,3-18=-4299/776,4-18=-4187/806,4-19=-4187/807,5-19=-4298/777,5-6=-6413/1175 BOTCHORD 2-20=-847/4849,20-21=-847/4849,11-21=-847/4849,11-22=-847/4849,10-22=-847/4849,10-23=-847/4849, 9-23=-847/4849,9-24=-863/5103,24-25=-863/5103,8-25=-863/5103,8-26=-863/5103,26-27=-863/5103, 6-27=-863/5103 WEBS 4-9=-849/4789,5-9=-2287/628,5-8=-481/2452,3-9=-2091/473,3-11=-303/2204 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:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding814 lbupliftat joint2and939 lbupliftat joint6. 10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)815 lbdownand131 lbupat1-0-8,815 lbdownand131 lbupat3-0-8, 815 lbdownand131 lbupat5-0-8,815lbdownand131 lbupat7-0-8,869 lbdownand138 lbupat9-0-8,922lbdownand144 lbupat11-0-8,966 lbdownand140lbup at13-0-8,and949 lbdownand127lbupat15-0-8,and1057 lbdownand427 lbupat17-0-8onbottom chord.Thedesign/selectionof such 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-WoodsideatWestClayLot19 T01 1 22004970-12T CommonGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:iLv9Rzofm9aHSXbOMXLrg9ye4Z1-vS9onInrPv0c9XYMvaXCb0xtXvukdgu0EZNinXzMEN3 Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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=-735(B),20=-735(B),21=-735(B),22=-735(B),23=-869(B),24=-922(B),25=-966(B),26=-949(B),27=-989(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T01 1 22004970-12T CommonGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:iLv9Rzofm9aHSXbOMXLrg9ye4Z1-vS9onInrPv0c9XYMvaXCb0xtXvukdgu0EZNinXzMEN3 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 131 122 3229 113 104 3130 95 86 7 T1 T1 B1 B2 ST4 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:41.1 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(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.30 Horz(CT)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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),23=217(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)2,14,15,20,23except 16=-113(LC17),19=-110(LC16),22=-117(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,15,16,19,20,23 except14=317(LC2),17=348(LC24),18=333(LC2),22=251 (LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-29=-189/307,3-29=-178/351,3-4=-113/305,4-30=-73/260,5-30=-60/289,5-6=-48/307,8-9=-48/289,9-31=0/273, 10-11=-86/251,11-32=-177/295 BOT CHORD 2-22=-208/266,21-22=-208/266,20-21=-208/266,19-20=-208/266,18-19=-208/266,17-18=-208/266,16-17=-208/266, 15-16=-208/266,14-15=-208/266,12-14=-208/266 WEBS 6-18=-293/23,8-17=-311/0 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-1-2-12 to1-9-4,Exterior(2N)1-9-4 to9-10-0, Corner(3R)9-10-0 to12-10-0,Exterior(2N)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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs 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=116,16=112. 12)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)12. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T01GE 1 12004970-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Z9S4htIDG8rXEC2IzwnuDeyeHQ6-J1rxPJpkiqOB0?Gxai4vCfZSi76Iq6CSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1 719109820 2 6 17 18 3 5 4 T1 T1 B1 W1 ST1 ST1 Scale = 1:24.2 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 0.23 Vert(CT)-0.02 10 >999 180 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:31 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 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=426(LC23),6=426(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-316/342,3-17=-255/348,3-4=-287/414,4-5=-287/414,5-18=-255/349,6-18=-316/343 WEBS 4-9=-375/184 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to3-11-0,Exterior(2R)3-11-0 to6-11-0, Interior(1)6-11-0 to9-2-12 zone; cantilever leftandrightexposed;end verticalleftand 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)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 the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T02GE 1 12004970-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Khx6NcOEObrPBRfqRbwmXKyeHQ_-QGbQaymDfbulXOzALs0z2pOnKVk7uLTt?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1 9122311242510 82 3 7 19 22462021 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 Scale = 1:48.2 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 0.44 Vert(LL)0.15 10-18 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.48 Vert(CT)-0.16 10-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor5-0-6ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor7-1-7ocbracing. 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 2-3=-1227/894,3-19=-1098/948,4-19=-1017/960,4-20=-1001/964,5-20=-986/985,5-21=-986/985,6-21=-1001/964, 6-22=-1018/960,7-22=-1098/948,7-8=-1227/894 BOT CHORD 2-12=-600/909,12-23=-296/601,11-23=-296/601,11-24=-296/601,24-25=-296/601,10-25=-296/601,8-10=-612/909 WEBS 5-10=-583/488,7-10=-345/266,5-12=-583/488,3-12=-345/266 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2R)11-6-0 to14-6-0, Interior(1)14-6-0 to24-4-12 zone;cantileverleftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding146 lbupliftatjoint2and146 lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T03 1 12004970-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Izlrm_s8un5EC1P51Vb8xryeHO5-QGbQaymDfbulXOzALs0z2pOjwVgAu8At?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1 9124611474810 82 3 7 42 45464344 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 ST5 ST6 ST5 ST6 ST8 ST7 ST3 ST9 ST4 ST3 ST2 ST1 ST4 3-8-8 Scale = 1:50.7 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 0.44 Vert(LL)0.15 10-41 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.48 Vert(CT)-0.16 10-41 >999 180 TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor5-0-6ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor7-1-7ocbracing. 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 2-3=-1227/894,3-42=-1098/948,4-42=-1018/960,4-43=-1001/964,5-43=-986/985,5-44=-986/985,6-44=-1001/964, 6-45=-1018/960,7-45=-1098/948,7-8=-1227/894 BOT CHORD 2-12=-600/909,12-46=-296/601,11-46=-296/601,11-47=-296/601,47-48=-296/601,10-48=-296/601,8-10=-612/909 WEBS 5-10=-583/488,7-10=-345/266,5-12=-583/488,3-12=-345/266 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2R)11-6-0 to14-6-0, Interior(1)14-6-0 to24-4-12 zone;cantileverleftandrightexposed ; 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)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 the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T03GE 1 12004970-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:37ORsbB8_aydPxpEUcZxP2yeHMN-QGbQaymDfbulXOzALs0z2pOjwVgAu8At?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1 10 21 9 22 23 8 2 7 3 6 17 2041819 5 T2 T1 T3 B1 B2 W2 W1 W2 W1 HW2 Scale = 1:47.7 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 0.48 Vert(LL)0.15 10-13 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.15 10-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor5-0-8ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-10-11ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=881/0-4-0,(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=911(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1221/889,3-17=-1092/944,4-17=-1011/956,4-18=-995/960,5-18=-979/981,5-19=-969/972,19-20=-983/950, 6-20=-1080/935,6-7=-1197/883 BOT CHORD 2-10=-655/904,10-21=-338/596,9-21=-338/596,9-22=-338/596,22-23=-338/596,8-23=-338/596,7-8=-631/891 WEBS 5-8=-562/472,6-8=-336/264,5-10=-585/490,3-10=-345/266 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-4-12 to1-7-4, Interior(1)1-7-4 to11-6-0,Exterior(2R)11-6-0 to14-6-0, Interior(1)14-6-0 to22-10-0 zone;cantileverleftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding146 lbupliftatjoint2and111lbupliftat joint7. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T04 1 12004970-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Covm7Y_cuMjUnqitiPktxTyeHK2-QGbQaymDfbulXOzALs0z2pOiOVg6u87t?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8 19 7 20 21 6 1 5 42 1815 1716 3 T1 T2 B1 B2 W2 W1 W2 W1 HW2 Scale = 1:47.3 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 0.48 Vert(LL)0.16 8-11 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.16 8-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.95 Horz(CT)0.02 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor4-11-11ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-10-1ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=808/0-4-0,(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=913(LC2),5=913(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1231/898,2-15=-1104/952,15-16=-1007/968,3-16=-990/989,3-17=-972/973,17-18=-987/951,4-18=-1084/936, 4-5=-1201/885 BOT CHORD 1-8=-660/915,8-19=-340/599,7-19=-340/599,7-20=-340/599,20-21=-340/599,6-21=-340/599,5-6=-632/894 WEBS 3-6=-561/471,4-6=-336/265,3-8=-590/503,2-8=-351/270 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to3-0-0, Interior(1)3-0-0 to11-6-0,Exterior(2R)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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned 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 the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T05 1 12004970-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:RXxA0c5Fm7sCMDubkoP_oMyeHJv-QGbQaymDfbulXOzALs0z2pOiNVg0u8?t?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 =4x4 3x6 3x10 5 10 4 11 3 9 2 1 W1 T1 B1 W2 W3 Scale = 1:31.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 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(CT)-0.02 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.37 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=849/0-6-0,(min.0-1-8),5=803/0-6-0,(min.0-1-8) Max Horiz5=-194(LC13) Max Uplift3=-112(LC8),5=-251(LC13) Max Grav3=914(LC2),5=897(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-787/97,3-9=-871/84 BOT CHORD 5-10=-65/678,4-10=-65/678,4-11=-65/678,3-11=-65/678 WEBS 2-5=-888/262,2-4=-154/853 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever rightexposed ; end verticalrightexposed;porchleftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned 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 the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 7)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)423 lbdownand82lbupat1-6-8,and423 lbdownand82 lbupat3-6-8, and424 lbdownand82 lbupat5-6-8onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 8)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,5-6=-20 ConcentratedLoads(lb) Vert:4=-400(B),10=-400(B),11=-401(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T06 1 12004970-12T RoofSpecial Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Dt?TOopFtFHrxHvxhhzqhoyeHJ_-J1rxPJpkiqOB0?Gxai4vCfZTE72Dq54SwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =4x4 3x4 =6x6 16 15 14 27 13 28 12 29 3011 10 1 20 9 8 2 4 22 23 245 6 72526213 T1 T2 W10 B1 B2 B3 B4 W9W3W4 W8 W5 W6 W5 W7 W2W1 Scale =1:38.8 Plate Offsets(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 0.31 Vert(LL)0.09 13-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.11 13-14 >999 180 TCDL 10.0 RepStress Incr NO WB 0.47 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:98 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B3:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-4-3ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor6-2-10ocbracing.Except: 10-0-0ocbracing:9-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=899/Mechanical,(min.0-1-8),8=958/0-6-0,(min.0-1-13) MaxHoriz1=133(LC51) MaxUplift1=-415(LC12),8=-613(LC9) MaxGrav1=1009(LC33),8=1163(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-20=-1831/810,2-20=-1773/827,2-3=-1592/828,3-21=-1643/876,4-21=-1646/876,4-22=-1278/690,22-23=-1278/690, 23-24=-1278/690,5-24=-1278/690,5-25=-444/252,25-26=-444/252,6-26=-444/252,6-7=-427/240,7-8=-1030/541 BOTCHORD 1-16=-805/1606,15-16=-805/1606,14-15=-805/1606,14-27=-798/1412,13-27=-798/1412,13-28=-909/1597, 12-28=-909/1597,6-9=-252/176 WEBS 7-9=-598/1093,3-14=-88/317,3-13=-183/319,5-9=-993/536,4-12=-503/282,9-12=-644/1122,2-14=-379/136 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding415 lbupliftat joint1and613 lbupliftat joint8. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)95 lbdownand81 lbupat3-11-10,175lbdownand169lbupat7-5-2, 95 lbdownand81 lbupat9-5-14,95 lbdownand81 lbupat11-5-14,95lbdownand81lbupat13-5-14,95 lbdownand81 lbupat15-5-14,and95 lbdownand81lbup at17-5-14,and95 lbdownand81lbupat19-5-14on top chord,and27 lbdownat3-11-10,82 lbdownand72lbupat7-5-2,41 lbdownand36 lbupat9-5-14,41lb downand36 lbupat11-5-14,41 lbdownand36 lbupat13-5-14,41 lbdownand36lbupat15-5-14,and41 lbdownand36 lbupat17-5-14,and41 lbdownand36 lbup at19-5-14onbottom chord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. 11)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-7=-61,11-17=-20,10-11=-20,8-9=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T07 1 12004970-12T Jack-ClosedGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:iEnG9eTBcLYPtKtGDywylhyeHGr-vS9onInrPv0c9XYMvaXCb0xwmv0hdin0EZNinXzMEN3 Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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=-46(F),14=-7(F),13=-4(F),4=-17(F),12=-4(F),2=-39(F),16=-15(F),21=-17(F),22=-17(F),24=-17(F),25=-17(F),26=-17(F),27=-4(F),28=-4 (F),29=-4(F),30=-4(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T07 1 12004970-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:iEnG9eTBcLYPtKtGDywylhyeHGr-vS9onInrPv0c9XYMvaXCb0xwmv0hdin0EZNinXzMEN3 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =6x6 14 13 12 11 10 9 1 8 7 18 19 2 4 21 22 5 6203 T1 T2 W9 B1 B2 B3 B4 W2 W3 W4 W7 W8 W5 W6 W1 Scale = 1:39.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL)-0.05 14-17 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)-0.09 14-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.58 Horz(CT)0.03 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor4-1-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 10-0-0ocbracing:8-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=765/Mechanical,(min.0-1-8),7=829/0-6-0,(min.0-1-9) Max Horiz1=195(LC13) Max Uplift1=-115(LC16),7=-153(LC13) Max Grav1=969(LC37),7=981(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-1625/200,18-19=-1524/201,2-19=-1490/217,2-3=-1034/209,3-20=-772/190,4-20=-775/189,6-7=-847/129 BOT CHORD 1-14=-338/1365,13-14=-347/1344,12-13=-347/1344,11-12=-231/845,5-8=-279/117 WEBS 2-12=-616/182,3-12=-42/441,3-11=-342/93,4-8=-734/119,6-8=-154/882,4-11=0/254,8-11=-167/666 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to3-0-0, Interior(1)3-0-0 to10-5-2,Exterior(2E)10-5-2 to14-8-1, Interior(1)14-8-1 to20-10-4zone; cantileverleftandrightexposed ; endverticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding115 lbupliftat joint1and153 lbupliftat joint7. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T08 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:f9ytiyvn8P4ICtdBKWZOCHyeHGH-J1rxPJpkiqOB0?Gxai4vCfZP871gq1mSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 12 11 10 9 8 1 16 7 6 17 2 18 4 5193 T1 T2 W7 B1 B2 B3 B4 W5 W6W3 W4 W2W1 Scale = 1:44.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.70 Vert(LL)-0.07 12-15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.16 12-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.93 Horz(CT)0.03 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor3-10-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-9-11ocbracing.Except: 10-0-0ocbracing:7-9 WEBS 1 Rowatmidpt 3-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=752/Mechanical,(min.0-1-8),6=812/0-6-0,(min.0-1-8) Max Horiz1=258(LC13) Max Uplift1=-128(LC16),6=-143(LC13) Max Grav1=986(LC37),6=881(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1688/188,16-17=-1607/195,2-17=-1598/216,2-18=-907/155,3-18=-764/186,5-6=-724/157 BOT CHORD 1-12=-352/1429,11-12=-352/1429,10-11=-352/1429,4-7=-616/231 WEBS 3-7=-718/150,5-7=-205/951,3-10=-23/472,7-10=-213/513,2-10=-856/240,2-12=0/272 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to3-0-0, Interior(1)3-0-0 to13-5-2,Exterior(2E)13-5-2 to17-8-1, Interior(1)17-8-1 to20-10-4zone; cantileverleftandrightexposed ; endverticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding128 lbupliftatjoint1and143 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T09 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:nkMUieua3IIoPJKlZ1WO_NyeHF0-J1rxPJpkiqOB0?Gxai4vCfZLv7?WqyHSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1312 11 109 1 8 7 17 18 2 19 3 5 6204 T2 T1 T3 W7 B1 B2 B3 B4 W5 W6W3 W4 W2W1 Scale = 1:52.7 Plate Offsets(X,Y):[1:Edge,0-0-9], [4:0-4-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.93 Vert(LL)0.12 13-16 >999 240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(CT)-0.23 13-16 >999 180 MT20 197/144 TCDL 10.0 RepStress Incr YES WB 0.89 Horz(CT)0.03 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:112 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T1:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W3,W2:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-9-9ocbracing.Except: 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 2-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=743/Mechanical,(min.0-1-8),7=790/0-6-0,(min.0-1-8) Max Horiz1=320(LC13) Max Uplift1=-132(LC16),7=-132(LC16) Max Grav1=942(LC37),7=883(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1614/187,17-18=-1538/191,2-18=-1409/215,2-19=-695/129,3-19=-532/147,3-4=-513/168,6-7=-758/206 BOT CHORD 1-13=-346/1376,12-13=-344/1379,11-12=-344/1379 WEBS 4-8=-799/177,6-8=-164/671,4-11=-52/511,8-11=-137/370,2-11=-1038/296,2-13=0/354 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to3-0-0, Interior(1)3-0-0 to16-5-2,Exterior(2E)16-5-2 to20-10-4 zone; cantilever leftandrightexposed ;end verticalleftandrightexposed;C-C for membersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)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 tobearingplatecapableofwithstanding132 lbupliftatjoint7and132 lbupliftat joint1. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T10 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:GZ4RKs7BoxGBG8iY69sYf5yeHDP-J1rxPJpkiqOB0?Gxai4vCfZHH7?3qzzSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 15 14 13 121110 1 9 8 19 2 20 3 4 2122 6 75 T2 T1 T3 W7 B1 B2 B3 B4 W6 W1 W2 W3 W4 W5 Scale = 1:66.7 Plate Offsets(X,Y):[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 0.49 Vert(CT)-0.17 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.63 Horz(CT)-0.01 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:121 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W2,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-9-6ocbracing.Except: 1 Rowatmidpt 6-9 10-0-0ocbracing:9-11 WEBS 1 Rowatmidpt 7-8,3-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=739/Mechanical,(min.0-1-8),8=765/0-6-0,(min.0-1-9) Max Horiz1=383(LC13) Max Uplift1=-126(LC16),8=-191(LC16) Max Grav1=889(LC37),8=1001(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-19=-1563/186,2-19=-1433/206,2-20=-1022/146,3-20=-813/176,3-4=-356/138,4-21=-289/145,21-22=-266/149, 5-6=-274/185,7-8=-926/298 BOT CHORD 1-15=-349/1343,14-15=-349/1343,13-14=-349/1343,12-13=-240/824,9-11=-197/473,6-9=-697/184 WEBS 7-9=-276/1123,2-15=0/269,2-13=-593/209,3-13=-27/487,3-12=-984/270,5-12=-64/360 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to3-0-0, Interior(1)3-0-0 to19-5-2,Exterior(2E)19-5-2 to20-10-4 zone; cantilever leftandrightexposed ;end verticalleftandrightexposed;C-C for membersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)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 tobearingplatecapableofwithstanding191 lbupliftatjoint8and126 lbupliftat joint1. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T11 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:ZFeCdJFv8Cs7JHkEVUW6OUyeHBz-J1rxPJpkiqOB0?Gxai4vCfZM171vq1wSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 13 12 11 109 1 8 7 17 2 3 4 1819 5 6 T2 T1 W7 B1 B2 B3 B4 W5 W6 W1 W2 W3 W4 Scale = 1:65.1 Plate Offsets(X,Y):[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)0.08 13-16 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.14 13-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.68 Horz(CT)0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:120 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W7,W5,W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-10-3ocbracing.Except: 1 Rowatmidpt 5-8 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 6-7,3-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=739/0-6-0,(min.0-1-8),7=751/0-6-0,(min.0-1-8) Max Horiz1=419(LC13) Max Uplift1=-119(LC16),7=-224(LC16) Max Grav1=835(LC2),7=877(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1383/169,2-17=-1303/191,2-3=-791/176,3-4=-285/127,6-7=-694/279 BOT CHORD 1-13=-341/1165,12-13=-343/1158,11-12=-343/1158,5-8=-413/304 WEBS 3-8=-715/248,6-8=-308/838,2-13=0/280,2-11=-613/223,3-11=-8/446,8-11=-205/435 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to3-0-0, Interior(1)3-0-0 to20-10-4 zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding224 lbupliftatjoint7and119 lbupliftat joint1. 6)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T12 5 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:HSmQIYaqnVGI2RIQafVS_ByeHBY-J1rxPJpkiqOB0?Gxai4vCfZM970Xq0FSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 60.00 lb/ft to20.00 lb/ft 770.00 lb 1 14 13 12 11 10 2 18 9 8 3 45 19 20 6 7 T2 T1 W7 B1 B2 B3 B4 W5 W6 W1 W2 W3 W4 Scale =1:62 Plate Offsets(X,Y):[2:Edge,0-1-1], [5:0-2-2,Edge], [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 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.79 Vert(CT)-0.27 12-14 >930 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.67 Horz(CT)0.06 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:122 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T1:2x4SPF1650F1.5E BOTCHORD 2x4SPF1650F1.5E*Except*B3,B4:2x4SPFNo.2 WEBS 2x4SPF No.2*Except*W1,W3,W4:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-3-10ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor7-10-7ocbracing.Except: 1Rowatmidpt 6-9 10-0-0ocbracing:9-11 WEBS 1Rowatmidpt 7-8,4-9,3-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1649/0-6-0,(min.0-2-15),8=1296/0-6-0,(min.0-2-5) MaxHoriz2=447(LC16) MaxUplift2=-296(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=-3543/506,3-18=-3425/525,3-4=-1750/155,4-5=-358/0,5-19=-344/0,6-7=-289/88,7-8=-1146/321 BOTCHORD 2-14=-835/3127,13-14=-835/3127,12-13=-835/3127,11-12=-34/327,6-9=-609/274 WEBS 4-9=-1524/414,7-9=-428/1367,3-12=-1849/483,4-12=-35/720,9-12=-352/1061 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-2-12 to1-9-4,Interior(1)1-9-4 to20-10-4 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown; Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;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 joint8and296 lbupliftat joint2. 8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)870 lbdownand194 lbupat5-3-8on top chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,11-15=-20,10-11=-20,8-9=-20 ConcentratedLoads(lb) Vert:3=-770(F) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T13 2 12004970-12T Jack-Closed JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:g5eGGKyvXjtxU3z?ng?LfWyeH5u-J1rxPJpkiqOB0?Gxai4vCfZH07yEq0QSwXbMOszMEN0 Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. TrapezoidalLoads(lb/ft) Vert:3=-111-to-4=-92,4=-92-to-5=-91,5=-91-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 ClayLot19 T13 2 12004970-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:g5eGGKyvXjtxU3z?ng?LfWyeH5u-J1rxPJpkiqOB0?Gxai4vCfZH07yEq0QSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 60.00lb/ft to20.00 lb/ft 770.00 lb 1 14 13 12 11 10 2 18 89 3 45 19 20 6 7 T2 T1 W7 B1 B2 B3 B4 W5 W6 W1 W2 W3 W4 Scale =1:56.9 Plate Offsets(X,Y):[2:Edge,0-1-1], [5:0-2-2,Edge], [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 Plate GripDOL 1.15 TC 0.96 Vert(LL)0.13 12-14 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.83 Vert(CT)-0.29 12-14 >919 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.63 Horz(CT)0.07 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:126 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T1:2x4SPF1650F1.5E BOTCHORD 2x4SPF1650F1.5E*Except*B3,B4:2x4SPFNo.2 WEBS 2x4SPF No.2*Except*W1,W3,W4:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-2-9ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor7-8-5ocbracing.Except: 10-0-0ocbracing:9-11 WEBS 1Rowatmidpt 4-9,6-8,3-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1716/0-6-0,(min.0-3-1),8=1359/0-6-0,(min.0-2-6) MaxHoriz2=467(LC16) MaxUplift2=-306(LC16),8=-410(LC16) MaxGrav2=1942(LC2),8=1532(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-18=-3705/526,3-18=-3587/545,3-4=-1916/176,4-5=-556/0,5-19=-541/0,19-20=-370/0,6-20=-331/0 BOTCHORD 2-14=-873/3271,13-14=-873/3271,12-13=-873/3271,6-9=-212/1146,8-9=-92/319 WEBS 4-9=-1493/409,6-8=-1530/441,3-12=-1844/481,4-12=-25/682,9-12=-421/1359 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-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; Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;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 capableofwithstanding410 lbupliftat joint8and306 lbupliftat joint2. 8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)870 lbdownand183 lbupat5-3-8on top chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,11-15=-20,10-11=-20,8-9=-20 ConcentratedLoads(lb) Vert:3=-770(F) TrapezoidalLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T14 2 12004970-12T Jack-Closed JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:tN1r7bk6vuO4cfiFu28p6WyeH3b-J1rxPJpkiqOB0?Gxai4vCfZGm7ygq12SwXbMOszMEN0 Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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=-83,19=-83-to-20=-81,20=-81-to-6=-75,6=-75-to-7=-71 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T14 2 12004970-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:tN1r7bk6vuO4cfiFu28p6WyeH3b-J1rxPJpkiqOB0?Gxai4vCfZGm7ygq12SwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x4 3x4 =6x6 1.5x4 6 5 11 4 10 1 7 2 8 9 3 T1 W5 W1 B1 W3 W4 W2 Scale = 1:37 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)0.11 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)0.08 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.51 Horz(CT)-0.01 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 ceilingdirectlyappliedor7-0-1ocbracing. 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=499(LC22),6=443(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-7=-563/416,2-7=-468/434,1-6=-406/309 BOT CHORD 6-10=-251/113,5-10=-251/113,5-11=-591/480,4-11=-591/480 WEBS 2-5=-316/230,2-4=-545/671,1-5=-343/484 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)1-11-4to4-11-4, Interior(1)4-11-4 to13-0-4zone;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned 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 the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T15 3 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:wGZOMaWCXtGF3b4KHeXBjlyeHJM-J1rxPJpkiqOB0?Gxai4vCfZNg73Sq2pSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 4x6 =6x6 2x4 20 36 19 37 38 1839 40 1716 41 42 4315 44 1445 13 46 47 1248 49 50 11 1 21 3 24 25 26 4 27 5 286 29 30 31 7 32 8 933 34 351023222 T1 T2 T4T3 W5 W1 B1 B1B2 W2 W3 W4W4W5W4W5W4W5W4W5W4W5 Scale =1:64.4 PlateOffsets (X,Y):[2:0-3-0,0-0-12], [12:0-3-8,0-2-0], [17:0-3-15,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.23 Vert(LL)0.32 15-16 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.65 Vert(CT)-0.44 15-16 >981 180 TCDL 10.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:410lb FT=20% LUMBER TOP CHORD 2x6 SP2400F2.0E*Except*T1:2x4SPFNo.2 BOT CHORD 2x6 SPFNo.2 WEBS 2x4 SPFStud BRACING TOP CHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOT CHORD Rigidceilingdirectlyappliedor9-3-9ocbracing. REACTIONS (lb/size)11=1545/0-6-0,(min.0-1-8),20=1505/0-6-0,(min.0-1-8) Max Horiz20=92 (LC9) Max Uplift11=-801 (LC9),20=-765(LC9) MaxGrav11=1810 (LC32),20=1672 (LC32) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexcept whenshown. TOP CHORD 1-21=-2553/1192,2-21=-2504/1179,2-22=-5138/2334,22-23=-5140/2334,3-23=-5146/2334,3-24=-6503/2986, 24-25=-6503/2986,25-26=-6503/2986,4-26=-6503/2986,4-27=-6644/3099,5-27=-6644/3099,5-28=-6644/3099, 6-28=-6644/3099,6-29=-6644/3099,29-30=-6644/3099,30-31=-6644/3099,7-31=-6644/3099,7-32=-5733/2633, 8-32=-5733/2633,8-9=-5733/2633,9-33=-3612/1626,33-34=-3612/1626,34-35=-3612/1626,10-35=-3612/1626, 10-11=-1732/788,1-20=-1621/769 BOT CHORD 19-37=-1131/2300,37-38=-1131/2300,18-38=-1131/2300,18-39=-2368/5138,39-40=-2368/5138,17-40=-2368/5138, 16-17=-2368/5138,16-41=-3017/6503,41-42=-3017/6503,42-43=-3017/6503,15-43=-3017/6503,15-44=-2645/5733, 14-44=-2645/5733,14-45=-2645/5733,13-45=-2645/5733,13-46=-1629/3612,46-47=-1629/3612,12-47=-1629/3612 WEBS 1-19=-989/2149,2-19=-378/236,10-12=-1714/3842,2-18=-1376/3126,3-18=-1214/590,3-16=-713/1483,4-16=-474/286, 4-15=-123/259,6-15=-363/249,7-15=-517/990,7-13=-793/437,9-13=-1104/2303,9-12=-1406/689 NOTES 1)2-ply truss tobeconnected together with10d (0.131"x3")nailsas follows: Topchordsconnectedas follows:2x4-1 rowat0-9-0oc,2x6-2rowsstaggeredat0-9-0oc. Bottomchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc. Webconnectedas follows:2x4-1 rowat0-9-0oc. 2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback (B) facein theLOAD CASE(S)section. Plytoplyconnectionshavebeenprovided to distributeonlyloadsnotedas (F)or(B),unlessotherwiseindicated. 3)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft and rightexposed ; endverticalleftand rightexposed;Lumber DOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15 PlateDOL=1.15); Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0; RoughCatC; Partially Exp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordancewith IBC 1608.3.4. 6)Unbalancedsnowloadshavebeenconsidered for thisdesign. 7)Provideadequatedrainage topreventwaterponding. 8)This trusshasbeendesignedfora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads. 9)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding801lbupliftatjoint11and765lbupliftatjoint20. 10)This trussisdesignedinaccordancewith the2018 InternationalResidentialCodesections R502.11.1and R802.10.2and referencedstandardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T16 1 22004970-12T HalfHip Girder JobReference (optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:fdn7UTum_apqz0JSJRKYK3yeH0p-vS9onInrPv0c9XYMvaXCb0xx1vzidd90EZNinXzMEN3 Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 lbdownand78 lbupat1-8-9,93lbdownand159 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,and5lbdownand4 lbupat1-8-9,30lbdownand22 lbupat3-8-10,20 lbdownand22 lbupat5-8-2,20 lb downand22lbupat7-8-2,20 lbdownand22 lbupat9-8-2,20 lbdownand22 lbupat11-8-2,20 lbdownand22 lbupat13-8-2,20 lbdownand22 lbupat15-8-2,20 lb downand22lbupat17-8-2,20 lbdownand22lbupat19-8-2,20 lbdownand22lbupat21-8-2,20 lbdownand22lbupat23-8-2,20 lbdownand22lbupat25-8-2,20 lbdownand22 lbupat27-8-2,20 lbdownand22 lbupat29-8-2,20 lbdownand22 lbupat31-8-2,and20 lbdownand22 lbupat33-8-2,and21lbdownand21 lbupat 35-8-2onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-10=-61,11-20=-20 ConcentratedLoads(lb) Vert:2=-14(B),5=-7(B),17=-1(B),19=0(B),7=-7(B),13=-1(B),8=-7(B),22=-7(B),23=-7(B),24=-7(B),25=-7(B),26=-7(B),27=-7(B),28=-7(B),29=-7 (B),30=-7(B),32=-7(B),33=-7(B),34=-7(B),35=-10(B),36=-2(B),37=-1(B),38=-1(B),39=-1(B),40=-1(B),41=-1(B),42=-1(B),43=-1(B),44=-1(B), 45=-1(B),46=-1(B),47=-1(B),48=-1(B),49=-1(B),50=-2(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T16 1 22004970-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:fdn7UTum_apqz0JSJRKYK3yeH0p-vS9onInrPv0c9XYMvaXCb0xx1vzidd90EZNinXzMEN3 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 17 16 15 14 13 12 11 10 1 18 219 421 5 6 7 8 22 9203 T1 T2 T3 W6 W1 B1 B3B2 W2 W4 W3 W5W6W5W5W6W5W6W5W6 Scale=1:64.5 Plate Offsets(X,Y):[3:0-4-4,Edge],[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 PlateGrip DOL 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(CT)-0.46 13-15 >943 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.82 Horz(CT)0.13 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:177 lb FT = 20% LUMBER TOP CHORD 2x6SPF No.2*Except*T1:2x4SPFNo.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor3-5-15ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor7-2-15ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=1463/0-6-0,(min.0-2-13),17=1408/0-6-0,(min.0-2-6) Max Horiz17=162(LC13) Max Uplift10=-305(LC13),17=-200(LC13) Max Grav10=1789(LC36),17=1508(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 2-19=-2456/370,3-19=-2421/387,3-20=-3588/605,4-20=-3595/603,4-21=-3908/665,5-21=-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 BOT CHORD 16-17=-411/1843,15-16=-427/2213,14-15=-667/3587,13-14=-667/3587,12-13=-651/3457,11-12=-425/2266 WEBS 2-17=-2145/333,2-16=-64/450,9-11=-472/2704,4-15=-868/261,3-15=-331/1688,4-13=-111/423,5-13=-398/171, 7-13=-97/543,7-12=-686/220,8-12=-269/1429,8-11=-1386/344 NOTES 1)Unbalancedroof liveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to6-10-14,Exterior(2R)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 forreactionsshown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding305 lbupliftat joint10and200lbupliftat joint17. 9)This trussisdesignedinaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferencedstandardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T17 1 12004970-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:c40bAOkgV5euMmgvQ8azApyeH?j-vS9onInrPv0c9XYMvaXCb0xphvvqddH0EZNinXzMEN3 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =6x6 17 16 15 14 13 12 11 10 9 1 18 19 2 4 21 5 22 6 7 23 8203 T1 T2 T3 W7 W1 B1 B3B2 W4 W5 W6 W6W7W6W7W6W7 W3 W2 Scale = 1:64.5 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 Plate GripDOL 1.15 TC 0.93 Vert(LL)-0.20 11-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.36 11-13 >999 180 TCDL 10.0 RepStressIncr YES WB 0.90 Horz(CT)0.09 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:169 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor8-0-3ocbracing. WEBS 1 Rowatmidpt 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) MaxGrav9=1807(LC36),17=1455(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-18=-2188/277,18-19=-2154/279,2-19=-2140/293,2-3=-2325/344,3-20=-2829/449,4-20=-2832/448,4-21=-2669/431, 5-21=-2669/431,5-22=-2669/431,6-22=-2669/431,6-7=-2669/431,7-23=-1813/321,8-23=-1813/321,8-9=-1745/332, 1-17=-1399/214 BOT CHORD 16-17=-286/300,15-16=-450/1927,14-15=-421/2069,13-14=-421/2069,12-13=-540/2829,11-12=-540/2829, 10-11=-354/1813 WEBS 2-15=-269/218,3-15=-8/268,3-13=-220/1004,8-10=-396/2330,4-13=-521/227,5-11=-451/185,7-11=-205/1116, 7-10=-1353/347,2-16=-252/95,1-16=-194/1831 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to9-10-14,Exterior(2R)9-10-14 to15-1-2, Interior(1)15-1-2 to36-6-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding303 lbupliftat joint9and154 lbupliftat joint17. 8)This trussisdesignedinaccordancewith the2018 InternationalResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T18 1 12004970-12T HalfHip Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:PbIJ545_a?CDGk4OLbahaxyeGyg-vS9onInrPv0c9XYMvaXCb0xm7vy4db10EZNinXzMEN3 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 15 14 13 12 11 10 9 8 1 16 17 18 2 19 4 5 6 22 721203 T1 T2 T3 W8 W1 B1 B3B2 W5 W6W6W7W6W7 W3 W2 W4 Scale =1:64.6 Plate Offsets(X,Y):[1:0-3-0,0-1-8], [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 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.14 11 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.31 11-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.78 Horz(CT)0.07 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:172lb FT=20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T1:2x4SPF No.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W8,W6:2x4SPFNo.2 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-4-3ocbracing. WEBS 1 Rowatmidpt 7-8,3-11,6-9 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer 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) MaxGrav8=1824(LC36),15=1472(LC37) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-16=-2259/268,16-17=-2179/278,17-18=-2161/283,2-18=-2102/298,2-19=-2115/297,3-19=-2043/327, 3-20=-2257/342,20-21=-2258/342,4-21=-2260/341,4-5=-2257/341,5-6=-2257/341,6-22=-1651/277,7-22=-1651/277, 7-8=-1752/334,1-15=-1406/220 BOT CHORD 14-15=-374/409,13-14=-495/1957,12-13=-392/1866,11-12=-392/1866,10-11=-332/1651,9-10=-332/1651 WEBS 3-13=-26/436,7-9=-361/2180,3-11=-167/531,4-11=-745/245,6-11=-149/813,6-9=-1286/351,1-14=-148/1740, 2-13=-513/200 NOTES 1)Unbalancedrooflive loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to12-10-14,Exterior(2R)12-10-14 to18-1-2, Interior(1)18-1-2 to36-6-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding299 lbupliftat joint8and156 lbupliftat joint15. 8)This trussisdesigned inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T19 1 12004970-12T HalfHip JobReference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:rcjHrQ_rrxs5zi?NULNHuryeGwE-vS9onInrPv0c9XYMvaXCb0xnAv_Ldds0EZNinXzMEN3 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 16 15 14 13 12 11 10 9 1 1718 2 19 3 5 6 7 21 8204 T2 T1 T3 T4 W7 W1 B1 B3B2 W5 W6W6W7W6W7 W4W3 W2 Scale =1:64.6 Plate Offsets(X,Y):[1:Edge,0-1-12],[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 Plate GripDOL 1.15 TC 0.86 Vert(LL)-0.10 11-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.67 Vert(CT)-0.24 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.66 Horz(CT)0.06 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:185 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T3,T4:2x4SPF No.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W1,W3:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor8-0-10ocbracing. WEBS 1 Rowatmidpt 8-9,4-11,5-11,7-10,2-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)9=1435/0-6-0,(min.0-2-12),16=1346/0-6-0,(min.0-2-5) MaxHoriz16=354(LC15) MaxUplift9=-294(LC13),16=-182(LC16) MaxGrav9=1755(LC36),16=1476(LC37) FORCES (lb)-Max. Comp./Max.Ten.-Allforces250(lb)or lessexcept when shown. TOPCHORD 1-17=-2366/279,17-18=-2282/281,2-18=-2192/303,2-19=-1829/283,3-19=-1788/286,3-4=-1748/320,4-20=-1682/320, 5-20=-1685/319,5-6=-1682/318,6-7=-1682/318,7-21=-1172/252,8-21=-1172/252,8-9=-1693/319,1-16=-1400/225 BOTCHORD 15-16=-450/503,14-15=-529/2041,13-14=-529/2041,12-13=-386/1568,11-12=-386/1568,10-11=-270/1172 WEBS 4-13=-45/531,8-10=-312/1843,4-11=-330/218,5-11=-646/215,7-11=-160/813,7-10=-1287/346,2-13=-732/251, 1-15=-131/1785 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to15-10-14,Exterior(2R)15-10-14 to21-1-2, Interior(1)21-1-2 to36-6-4 zone; cantileverleftandrightexposed;endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15);Is=1.0; RoughCatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopesless than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding294 lbupliftat joint9and182 lbupliftat joint16. 8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T20 1 12004970-12T HalfHip JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:n4ylXLqlMRg9NTLqa2ehkbyeGv8-J1rxPJpkiqOB0?Gxai4vCfZIM7_Aq0USwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 19 18 17 16 15 14 13 12 11 10 1 20 2 21 3 22 9 5 23 6 7 24 84 T2 T1 T3 T4 T5 W1 W11 B1 B1B2 W6 W7 W8 W8 W7W10W9W8W9 W3 W2 W4 W5 Scale=1:64.7 PlateOffsets(X,Y):[1:Edge,0-1-12], [3:0-3-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.11 17-18 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.23 15-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.80 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:228 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W2,W4,W5:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor3-2-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-1-3ocbracing. WEBS 1Rowatmidpt 3-15,4-13,8-11,9-10,5-12,7-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1406/0-6-0,(min.0-2-8),19=1330/0-6-0,(min.0-2-5) MaxHoriz19=351(LC16) MaxUplift10=-217(LC13),19=-178(LC16) MaxGrav10=1582(LC39),19=1476(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 1-20=-2337/251,2-20=-2210/269,2-21=-2122/236,3-21=-1923/265,3-22=-1568/219,4-22=-1474/250,4-5=-1260/224, 5-23=-912/160,6-23=-912/160,6-7=-912/160,7-24=-915/161,8-24=-912/161,1-19=-1411/210,9-10=-1538/222 BOT CHORD 18-19=-405/300,17-18=-530/2033,16-17=-398/1821,15-16=-398/1821,14-15=-238/1317,13-14=-238/1317, 12-13=-198/1257 WEBS 3-15=-805/251,4-15=-114/711,4-13=-466/156,8-12=-227/1440,8-11=-1418/264,9-11=-197/1457,5-13=-76/516, 5-12=-775/147,7-12=-512/167,1-18=-126/1855,2-17=-262/156,3-17=-10/359 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to18-10-14,Exterior(2R)18-10-14 to24-2-6, Interior(1)24-2-6 to34-11-2,Exterior(2E)34-11-2 to36-6-4zone;cantilever left exposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)Thistrusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding178 lbupliftat joint19and217lbupliftat joint10. 8)Thistruss is designed inaccordance with the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T21 1 12004970-12T Hip JobReference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:zHDc6MnJljdyLcu?i8YDRGyeGtv-J1rxPJpkiqOB0?Gxai4vCfZLR70lq_LSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 17 16 15 14 13 12 11 10 9 1 18 2 19 3 4 20 21 8 246222375 T2 T1 T3 T4 W1 W11 B1 B1B2 W3 W4 W5 W6 W7 W8 W9 W8 W7 W2 W10 Scale = 1:64.7 Plate Offsets(X,Y):[1:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.96 Vert(LL)-0.12 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.62 Vert(CT)-0.25 15-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.06 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:220 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-9-10ocbracing. WEBS 1 Rowatmidpt 2-15,4-12,5-11,6-11,7-10,8-9 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) Max Horiz17=377(LC16) Max Uplift9=-160(LC16),17=-193(LC16) Max Grav9=1475(LC40),17=1484(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-2369/268,2-18=-2285/290,2-19=-2051/249,3-19=-1846/279,3-4=-1819/282,4-20=-1427/216,20-21=-1403/220, 5-21=-1272/254,5-22=-902/230,6-22=-904/230,6-23=-904/230,7-23=-902/231,7-24=-514/143,8-24=-620/130, 1-17=-1412/231,8-9=-1435/273 BOT CHORD 16-17=-462/351,15-16=-567/2053,14-15=-398/1751,13-14=-398/1751,12-13=-398/1751,11-12=-206/1133, 10-11=-80/511 WEBS 2-15=-416/204,4-15=-27/462,4-12=-927/290,5-12=-144/823,5-11=-681/191,6-11=-521/168,7-11=-182/1009, 7-10=-943/226,1-16=-96/1799,8-10=-177/1158 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to21-10-14,Exterior(2R)21-10-14to26-11-0, Interior(1)26-11-0 to31-11-2,Exterior(2E)31-11-2 to36-6-4 zone; cantilever leftexposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding193 lbupliftatjoint17and160lbupliftat joint9. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T22 1 12004970-12T Hip Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:H9C6jOH15Jo7mvXucFnqbvyeGtG-J1rxPJpkiqOB0?Gxai4vCfZHu7?zq_kSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 15 14 13 12 11 10 9 8 1 16 2 17 3 18 7 4 19 52021 6 T2 T1 T3 T4 W1 W11 B1 B1B2 W3 W4 W5 W6 W7 W8 W9 W8 W7 W2 W10 Scale = 1:62.4 Plate Offsets(X,Y):[1:Edge,0-1-12], [3:0-5-0,0-3-4],[4:0-4-0,0-2-8], [6:0-3-0,0-2-0], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.11 13-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.59 Vert(CT)-0.24 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT)0.06 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:216 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-10-7ocbracing. WEBS 1 Rowatmidpt 3-12,4-10,5-10,6-9,7-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1377/0-6-0,(min.0-2-5),15=1320/0-6-0,(min.0-2-5) Max Horiz15=370(LC16) Max Uplift8=-153(LC13),15=-188(LC16) Max Grav8=1455(LC2),15=1481(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-2372/268,2-16=-2229/289,2-17=-2073/241,3-17=-1857/275,3-18=-1471/226,4-18=-1323/258,4-19=-952/224, 5-19=-952/224,5-20=-952/224,20-21=-952/224,6-21=-952/224,6-7=-499/115,1-15=-1409/225,7-8=-1431/263 BOT CHORD 14-15=-433/326,13-14=-558/2058,12-13=-395/1753,11-12=-213/1173,10-11=-213/1173,9-10=-67/429 WEBS 2-13=-380/193,3-13=-24/423,3-12=-897/283,4-12=-140/819,4-10=-646/183,5-10=-618/205,6-10=-185/1103, 6-9=-1050/242,1-14=-126/1847,7-9=-186/1226 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to20-10-0,Exterior(2R)20-10-0 to26-0-4, Interior(1)26-0-4 to33-0-0,Exterior(2E)33-0-0 to36-6-4 zone;cantileverleft exposed ; end verticalleftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding188 lbupliftatjoint15and153lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T23 1 12004970-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:9l0vGByX8CjKtMESKJHkKVyeGsP-vS9onInrPv0c9XYMvaXCb0xpBv_eddf0EZNinXzMEN3 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 0.00 lb/ft to20.00 lb/ft 770.00 lb 3x4 22 21 20 16 15 14 13 12 11 1 19 18 17 2 3 23 424 5 6 25 10 8 2728 299267 T2 T1 T3 T4 W1 W16 B1 B5 B6 B2 B3 B4 W6 W7 W8 W10 W9 W11 W12 W13 W14 W13 W15 W5W3W4W2 Scale =1:62.4 Plate Offsets(X,Y):[2:0-2-8,0-1-12], [7:0-2-12,0-1-4], [9:0-5-8,0-2-12], [11:Edge,0-3-8], [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 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.33 17-18 >999 180 TCDL 10.0 RepStress Incr NO WB 0.99 Horz(CT)0.20 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:255 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3:2x6SP2400F2.0E,T4:2x6SPFNo.2 BOTCHORD 2x4SPF No.2*Except*B3:2x6SPF No.2 WEBS 2x4SPF No.2*Except*W6,W7,W10,W1,W5,W3,W4,W2:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-0-13ocpurlins, exceptendverticals. BOTCHORD 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) MaxHoriz22=379(LC16) MaxUplift11=-303(LC13),22=-206(LC16) MaxGrav11=2173(LC2),22=1560(LC40) 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=-3788/1054,4-24=-2441/342,5-24=-2433/345,5-6=-2228/375, 6-25=-2443/486,7-25=-2315/514,7-26=-1153/262,8-26=-1156/262,8-27=-1152/261,27-28=-1152/261,28-29=-1152/261, 9-29=-1152/261,9-10=-799/167,1-22=-1463/197,10-11=-2142/395 BOTCHORD 21-22=-392/197,20-21=-136/351,18-19=-705/2768,17-18=-705/2768,6-17=-557/244,14-15=-245/1328, 13-14=-245/1328,12-13=-107/650 WEBS 4-19=-590/855,4-18=0/358,4-17=-814/290,15-17=-219/1217,7-17=-429/1501,7-13=-540/160,8-13=-682/218, 9-13=-177/1059,9-12=-1600/347,10-12=-303/1825,2-19=-699/2297,2-21=-1636/478,19-21=-496/990,1-21=-142/1269 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-9-12, Interior(1)3-9-12 to20-10-0,Exterior(2R)20-10-0 to26-0-4, Interior(1)26-0-4 to33-0-0,Exterior(2E)33-0-0 to36-6-4 zone;C-C formembers and forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding206 lbupliftat joint22and303lbupliftat joint11. 8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)770 lbdownand160 lbupat32-7-15on top chord.Thedesign/selection of suchconnectiondevice(s) is theresponsibilityofothers. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T24 4 12004970-12T PiggybackBase JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Ibxyqi7?3J3QdQjI4u1jIAyeGqt-fj6PuDgCX8tua9MdtBt5j73EjHre0WPh9fhkzZzMENC Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-7=-51,7-29=-61,20-22=-20,17-19=-20,11-16=-20 ConcentratedLoads(lb) Vert:29=-770 TrapezoidalLoads(lb/ft) Vert:29=-61-to-9=-63,9=-53-to-10=-71 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T24 4 12004970-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:Ibxyqi7?3J3QdQjI4u1jIAyeGqt-fj6PuDgCX8tua9MdtBt5j73EjHre0WPh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 770.00 lb 0.00 lb/ft to20.00 lb/ft 3x4 22 21 20 16 15 14 13 12 11 1 19 18 17 2 3 23 424 5 6 25 10 272829 3098267 T2 T1 T3 T4 W1 W16 B1 B5 B6 B2 B3 B4 W6 W7 W8 W10 W9 W11 W12 W13 W14 W13 W15 W5W3W4W2 Scale =1:60.9 Plate Offsets(X,Y):[7:0-2-12,0-1-4], [9:0-5-12,0-2-12], [11:Edge,0-3-8], [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 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.32 17-18 >999 180 TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT)0.19 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:252 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3:2x6SP2400F2.0E,T4:2x6SPFNo.2 BOTCHORD 2x4SPF No.2*Except*B3:2x6SPF No.2 WEBS 2x4SPF No.2*Except*W6,W7,W10,W1,W5,W3,W4,W2:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-12ocpurlins, exceptendverticals. BOTCHORD 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) MaxHoriz22=391(LC16) MaxUplift11=-323(LC13),22=-194(LC16) MaxGrav11=2142(LC2),22=1503(LC40) 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=-3646/1038,4-24=-2311/317,5-24=-2302/321,5-6=-2098/351, 6-25=-2313/461,7-25=-2185/490,7-26=-1013/224,8-26=-1016/223,8-27=-1013/222,27-28=-1013/222, 28-29=-1013/222,29-30=-1013/222,9-30=-1013/222,9-10=-583/122,1-22=-1417/189,10-11=-2117/383 BOTCHORD 21-22=-402/202,20-21=-138/341,18-19=-695/2647,17-18=-695/2646,6-17=-557/244,13-14=-235/1217,12-13=-79/470 WEBS 4-19=-598/849,4-18=0/356,4-17=-809/291,14-17=-211/1113,7-17=-428/1479,7-13=-604/173,8-13=-686/219, 9-13=-196/1132,9-12=-1722/367,10-12=-315/1868,2-19=-706/2207,2-21=-1650/508,19-21=-523/1051, 1-21=-137/1256 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-8-9, Interior(1)3-8-9 to20-10-0,Exterior(2R)20-10-0 to25-10-8, Interior(1)25-10-8 to33-0-0,Exterior(2E)33-0-0 to35-6-4 zone;C-C formembers and forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding194 lbupliftat joint22and323lbupliftat joint11. 8)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)770 lbdownand160 lbupat32-7-8on top chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T25 2 12004970-12T PiggybackBase JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:cykjDEciG5z7ps2Rzw1UabyeGam-fj6PuDgCX8tua9MdtBt5j73FUHsA0WZh9fhkzZzMENC Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-7=-51,7-30=-61,20-22=-20,17-19=-20,11-16=-20 ConcentratedLoads(lb) Vert:30=-770 TrapezoidalLoads(lb/ft) Vert:30=-60-to-9=-63,9=-53-to-10=-71 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T25 2 12004970-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:cykjDEciG5z7ps2Rzw1UabyeGam-fj6PuDgCX8tua9MdtBt5j73FUHsA0WZh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 24 23 22 18 17 1615 14 13 12 1 21 20 19 2 3 25 426 113151027306 7 28829 9 T2 T1 T3 T4 W1 W17 B1 B5 B6 B2 B3 B4 W6 W7 W8 W10 W9 W11 W12 W13 W12 W11 W14 W15 W16 W5W3W4W2 Scale=1:72.5 PlateOffsets(X,Y):[7:0-7-8,0-2-8], [9:0-3-8,0-2-4], [15:0-2-0,0-2-0], [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 Plate GripDOL 1.15 TC 0.95 Vert(LL)-0.21 6 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.40 19-20 >999 180 TCDL 10.0 RepStress Incr YES WB 0.92 Horz(CT)0.22 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:283lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 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 1 Rowatmidpt 7-17,7-16,8-16,9-14,10-13,11-12 MiTekrecommendsthatStabilizersandrequired 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(LC40),24=1752(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1474/186,2-3=-4237/894,3-25=-4304/995,4-25=-4267/1018,4-26=-2880/402,5-26=-2872/406,5-27=-2742/422, 6-27=-2667/436,6-7=-2887/560,7-28=-1588/372,8-28=-1588/372,8-29=-1588/372,9-29=-1588/372,9-30=-1362/308, 10-30=-1497/273,10-31=-691/128,11-31=-795/118,1-24=-1650/216,11-12=-1810/257 BOTCHORD 23-24=-318/156,22-23=-127/388,20-21=-647/3177,19-20=-648/3177,6-19=-569/250,16-17=-214/1682, 15-16=-138/1223,14-15=-138/1223,13-14=-98/711 WEBS 4-21=-531/877,4-20=0/368,4-19=-833/279,17-19=-180/1486,7-19=-416/1562,7-16=-358/142,8-16=-612/203, 9-16=-152/830,9-14=-454/147,10-14=-92/839,10-13=-1364/280,11-13=-226/1619,2-21=-667/2611,2-23=-1938/471, 21-23=-448/1235,1-23=-162/1461 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to4-5-12, Interior(1)4-5-12 to20-10-0,Exterior(2R)20-10-0to26-11-0, Interior(1)26-11-0 to33-0-0,Exterior(2R)33-0-0 to39-1-9, Interior(1)39-1-9 to 43-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12inaccordance with IBC 1608.3.4. 4)Unbalancedsnow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding224 lbupliftat joint24and132lbupliftat joint12. 8)This trussisdesignedinaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T26 2 12004970-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:SXrqacXRqy?aOIh?npOmX6yeGYH-fj6PuDgCX8tua9MdtBt5j73E3HrC0XRh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =MT18HS10x14 19 18 17 16 15 14 13 12 11 10 1 20 2 21 9263 4 25228 5 23624 7 T2 T1 T3 T4 W1 W13 B1 B3B2 W3 W4 W5 W6 W7 W8 W9 W8 W7 W2 W10 W11 W12 Scale=1:72.5 PlateOffsets(X,Y):[5:0-4-0,0-2-8], [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 Plate GripDOL 1.15 TC 0.86 Vert(LL)-0.14 17 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.26 15-17 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.93 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:272lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 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 1 Rowatmidpt 4-15,5-14,6-14,7-12,9-10,8-11 MiTekrecommendsthatStabilizersandrequired 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(LC40),19=1752(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-20=-2891/337,2-20=-2748/358,2-21=-2640/351,3-21=-2544/365,3-4=-2431/384,4-22=-2047/356,5-22=-1895/389, 5-23=-1591/373,6-23=-1591/373,6-24=-1591/373,7-24=-1591/373,7-8=-1447/322,8-25=-972/198,25-26=-1069/182, 9-26=-1149/176,1-19=-1657/258,9-10=-1788/279 BOTCHORD 18-19=-392/406,17-18=-541/2521,16-17=-388/2275,15-16=-388/2275,14-15=-215/1683,13-14=-137/1215, 12-13=-137/1215,11-12=-123/956 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=-148/843, 7-12=-438/141,1-18=-171/2155,8-12=-89/646,8-11=-1035/212,9-11=-188/1473 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to4-5-12, Interior(1)4-5-12 to20-10-0,Exterior(2R)20-10-0to26-11-0, Interior(1)26-11-0 to33-0-0,Exterior(2R)33-0-0 to39-1-9, Interior(1)39-1-9 to 43-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12inaccordance with IBC 1608.3.4. 4)Unbalancedsnow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 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 lbupliftat joint19and132lbupliftat joint10. 10)This trussisdesignedinaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T27 1 12004970-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:70oneCKHzQea820RSu1UWKyeGVz-fj6PuDgCX8tua9MdtBt5j73FOHxr0XMh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 22 21 20 19 18 17 16 15 14 13 1212 4030113 3931 32 104333895 3637 8634357 T2 T1 T3 T4 T1 B1 B3B1B2 W1 W2 W3 W4 W5 W6 W7 W6 W5 W8 W9 W10 W11 HW2HW1 Scale=1:88.9 PlateOffsets(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 Plate GripDOL 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(CT)-0.39 17-19 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT)0.13 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:364 lb FT=20% LUMBER TOPCHORD 2x6SPF No.2 BOT CHORD 2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W1,W9,W11:2x4SPFStud WEDGE Right:2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor2-2-0ocpurlins. 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) Max Horiz1=-194(LC17) Max Uplift1=-255(LC16),12=-260(LC17) Max Grav1=2226(LC40),12=2221(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1788/109,2-30=-3810/487,3-30=-3689/519,3-31=-3645/523,31-32=-3585/529,4-32=-3520/536,4-33=-3456/545, 5-33=-3451/549,5-6=-3071/555,6-34=-2696/558,34-35=-2696/558,7-35=-2696/558,7-36=-2696/558,36-37=-2696/558, 8-37=-2696/558,8-9=-3106/556,9-38=-3542/558,10-38=-3570/556,10-39=-3700/537,11-39=-3781/534, 11-40=-3965/545,12-40=-4082/528 BOTCHORD 1-22=-466/3300,21-22=-466/3300,20-21=-317/3206,19-20=-317/3206,18-19=-180/2593,17-18=-180/2593, 16-17=-176/2618,15-16=-319/3309,14-15=-319/3309,13-14=-403/3558,12-13=-403/3558 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 live loadshavebeen consideredfor thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to5-5-3, Interior(1)5-5-3 to20-10-0,Exterior(2R)20-10-0 to28-6-3, Interior(1)28-6-3 to33-0-0,Exterior(2R)33-0-0 to40-8-3, Interior(1)40-8-3 to54-4-0 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered forthisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare4x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding255lbupliftat joint1and260 lbupliftat joint12. 11)This truss is designed inaccordancewith the2018 International ResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T28 1 12004970-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:jbK2ZhxieHPicUg?lKwgPNyeGTu-fj6PuDgCX8tua9MdtBt5j73GwHvL0eah9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 22 2120 19 18 17 16 1514 13 1212 4030113 393110432383395 7 363537346 8 T2 T1 T3 T4 T1 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W6 W5 W8 W9 W10 W11 W7 HW2HW1 Scale =1:91.4 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 Plate GripDOL 1.15 TC 0.87 Vert(LL)-0.21 19 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.62 Vert(CT)-0.40 14-16 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.52 Horz(CT)0.13 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 Structural woodsheathingdirectlyappliedor2-2-0ocpurlins. 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) Max Horiz1=-203(LC17) Max Uplift1=-266(LC16),12=-271(LC17) Max Grav1=2252(LC40),12=2246(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-2=-1802/95,2-30=-3875/488,3-30=-3752/522,3-31=-3670/526,4-31=-3612/528,4-32=-3543/537,32-33=-3476/547, 5-33=-3447/550,5-6=-3072/555,6-34=-2667/553,34-35=-2668/553,7-35=-2669/553,7-36=-2669/553,36-37=-2668/553, 8-37=-2667/553,8-9=-3103/555,9-38=-3588/557,10-38=-3657/550,10-39=-3719/535,11-39=-3799/534, 11-40=-4023/547,12-40=-4140/528 BOTCHORD 1-22=-489/3356,21-22=-489/3356,20-21=-327/3231,19-20=-327/3231,18-19=-168/2606,17-18=-168/2606, 16-17=-164/2627,15-16=-308/3326,14-15=-308/3326,13-14=-400/3607,12-13=-400/3607 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 live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to5-5-3, Interior(1)5-5-3 to22-0-6,Exterior(2R)22-0-6 to29-8-9, Interior(1)29-8-9 to31-9-10,Exterior(2R)31-9-10 to39-5-8, Interior(1)39-5-8 to54-4-0 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare4x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 9)Refer togirder(s) for truss to trussconnections. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding266 lbupliftat joint1and271lbupliftat joint12. 11)This truss is designedinaccordance with the2018 International ResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T29 1 12004970-12T Hip JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:ZvyBVedevbMPgXDm2VUqB3ye5Zo-fj6PuDgCX8tua9MdtBt5j73FIHv90dhh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 22 21 20 19 18 17 16 15 14 13 1212 39301133138 32 37104333695 7 35346 8 T2 T1 T3 T4 T1 B1 B3B1B2 W4 W5 W6 W7 W6 W5 W8 W9 W10 W11W1W2 W3 HW2HW1 Scale = 1:91.2 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 Plate GripDOL 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(CT)-0.39 17-19 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.12 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:355 lb FT = 20% LUMBER TOP CHORD 2x6SPF No.2 BOT CHORD 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 Rigidceilingdirectlyappliedor10-0-0ocbracing. 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) Max Horiz1=-177(LC17) Max Uplift1=-238(LC16),12=-244(LC17) Max Grav1=2187(LC40),12=2182(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-2=-1760/130,2-30=-3706/485,3-30=-3594/515,3-31=-3599/520,31-32=-3534/531,4-32=-3512/532,4-33=-3468/538, 5-33=-3405/550,5-6=-3100/555,6-34=-3003/578,7-34=-3004/577,7-35=-3004/577,8-35=-3003/577,8-9=-3143/557, 9-36=-3538/561,10-36=-3603/555,10-37=-3624/545,37-38=-3663/541,11-38=-3732/533,11-39=-3873/543, 12-39=-3990/514 BOT CHORD 1-22=-427/3208,21-22=-427/3208,20-21=-325/3161,19-20=-325/3161,18-19=-210/2698,17-18=-210/2698, 16-17=-208/2730,15-16=-337/3277,14-15=-337/3277,13-14=-407/3479,12-13=-407/3479 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:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to5-5-3,Interior(1)5-5-3 to19-0-6,Exterior(2R)19-0-6to26-11-0, Interior(1)26-11-0 to34-9-10,Exterior(2R)34-9-10 to42-5-13, Interior(1)42-5-13 to 54-4-0 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposedsurfaces with slopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare4x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding238 lbupliftat joint1and244 lbupliftat joint12. 11)This trussisdesignedinaccordancewith the2018 InternationalResidential CodesectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T30 1 12004970-12T Hip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:A1XJYlfOavOjCCUsK4z_SHye5XB-fj6PuDgCX8tua9MdtBt5j73GnHvi0e5h9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 24 23 22 21 2019 18 17 16 15 14 1312 32 411233340 34 3911104 636 7 37835 385 9 T2 T1 T3 T4 T5 T1 B1 B4B3B2 W4 W5 W6 W7 W6 W7 W6 W5 W8 W1 W2 W3 W9 W10 W11 HW2HW1 Scale=1:91.1 PlateOffsets(X,Y):[1:0-6-14,Edge],[4:0-4-0,0-4-8], [13:Edge,0-1-7] 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 0.68 Vert(LL)-0.23 18-20 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.44 18-20 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.12 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:357 lb FT = 20% LUMBER TOP CHORD 2x6SPF No.2 BOT CHORD 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 1 Rowatmidpt 6-20,8-20,8-18 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=2033/Mechanical,(min.0-1-8),13=2031/0-6-0,(min.0-1-13) MaxHoriz1=-150(LC17) MaxUplift1=-207(LC16),13=-213(LC17) MaxGrav1=2173(LC2),13=2173(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-2=-1662/158,2-32=-3556/476,3-32=-3451/500,3-33=-3591/519,33-34=-3565/528,4-34=-3526/544,4-5=-3365/551, 5-35=-3724/598,6-35=-3725/597,6-36=-3722/597,7-36=-3722/597,7-37=-3722/597,8-37=-3722/597,8-38=-3745/601, 9-38=-3745/602,9-10=-3417/557,10-11=-3600/559,11-39=-3657/557,39-40=-3690/544,12-40=-3731/533, 12-41=-3772/537,13-41=-3892/511 BOT CHORD 1-24=-365/3060,23-24=-365/3060,22-23=-348/3190,21-22=-348/3190,20-21=-294/2995,19-20=-341/3743, 18-19=-341/3743,17-18=-250/3041,16-17=-357/3301,15-16=-357/3301,14-15=-408/3379,13-14=-408/3379 WEBS 4-21=-638/212,5-21=-80/595,5-20=-229/1126,6-20=-697/226,8-18=-680/265,9-18=-230/1087,9-17=-85/652, 10-17=-717/222,3-23=-70/295,10-15=-11/283 NOTES 1)Unbalancedroof liveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to5-4-11, Interior(1)5-4-11 to16-0-6,Exterior(2R)16-0-6 to23-8-9, Interior(1)23-8-9 to37-9-10,Exterior(2R)37-9-10 to45-5-13, Interior(1)45-5-13 to 54-4-0zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwiseindicated. 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 withstanding207 lbupliftat joint1and213 lbupliftat joint13. 11)This trussisdesignedinaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferencedstandardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T31 1 12004970-12T Hip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:N2OSqCDxzsnGoAQrxNJTjhye5V9-fj6PuDgCX8tua9MdtBt5j73IFHwf0axh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 21 20 19 18 17 16 15 14 13 12 1112392938 373630103 532 33 6 7 34835314 9 T1 T2 T3 T4 B1 B3B1B2 W1 W2 W3 W4 W4 W3 W6 W7 W5 W4 W5 W4 W5 HW2HW1 Scale =1:91.1 PlateOffsets (X,Y):[4:0-3-8,0-3-0], [9:0-3-4,0-3-0], [11:Edge,0-1-15] Loading (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 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.48 16-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.96 Horz(CT)0.14 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:369lb FT=20% LUMBER TOP CHORD 2x6 SP 2400F2.0E BOT CHORD 2x6 SP 2400F2.0E WEBS 2x4 SPF Stud*Except*W4,W6:2x4SPFNo.2 WEDGE Right:2x4 SPF Stud SLIDER Left2x4 SPF Stud --1-6-0 BRACING TOPCHORD Structural woodsheathingdirectlyappliedor4-8-2ocpurlins. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends that Stabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size)1=2064/Mechanical, (min.0-1-8),11=2061/0-6-0, (min.0-1-13) Max Horiz1=-124 (LC17) Max Uplift1=-221 (LC13),11=-218 (LC12) MaxGrav1=2173 (LC2),11=2173 (LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOPCHORD 1-2=-1637/160,2-29=-3655/484,29-30=-3615/500,3-30=-3529/515,3-4=-3676/542,4-31=-4380/645,5-31=-4380/645, 5-32=-4698/678,32-33=-4698/678,6-33=-4698/678,6-7=-4698/678,7-34=-4698/678,8-34=-4698/678,8-35=-4421/652, 9-35=-4420/653,9-10=-3775/550,10-36=-3798/543,36-37=-3810/539,37-38=-3828/533,38-39=-3908/524, 11-39=-3948/513 BOT CHORD 1-21=-404/3144,20-21=-404/3144,19-20=-407/3298,18-19=-407/3298,17-18=-565/4378,16-17=-565/4378, 15-16=-515/4418,14-15=-331/3370,13-14=-331/3370,12-13=-413/3424,11-12=-413/3424 WEBS 3-20=-346/291,4-20=-27/372,4-18=-304/1545,9-15=-302/1500,9-13=-23/442,10-13=-538/224,5-18=-983/304, 5-16=-117/509,6-16=-457/195,8-16=-113/458,8-15=-948/301 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E)0-0-0 to5-5-3, Interior (1)5-5-3 to13-0-6, Exterior(2R)13-0-6 to20-8-9, Interior (1)20-8-9 to40-9-10, Exterior(2R)40-9-10 to48-5-13,Interior(1)48-5-13to 54-4-0zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersand forces & MWFRS for reactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16; Pr=20.0psf(roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 Plate DOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flat roofsnowloadgoverns.Rainsurchargeappliedtoallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads. 7)Refer togirder(s) fortruss to trussconnections. 8)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding221lbupliftatjoint1and218lbupliftatjoint11. 9)This trussisdesignedinaccordance with the2018 InternationalResidentialCodesections R502.11.1andR802.10.2and referencedstandardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T32 1 12004970-12T Hip Job Reference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:ayxb5LE7KM8xARyi1AGsJCye5RG-fj6PuDgCX8tua9MdtBt5j73NsHwY0Xwh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 25 24 23 22 21 2019 18 17 16 15 14 131 4032 39212 4 3334 535 6 7 8 369 373810 113 T1 T2 T2T3 T4 B1 B4B3B2 W1 W2 W3 W3 W6 W7 W4 W4W5W4W5W4W5W4W5W4W5 HW1 Scale =1:91.1 PlateOffsets (X,Y):[13:0-2-10,0-2-8], [20:0-6-0,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)-0.28 19 >999 240 MT20 244/190 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.28 Vert(CT)-0.53 19 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.69 Horz(CT)0.12 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:449lb FT=20% LUMBER TOP CHORD 2x8 SP 2400F2.0E BOT CHORD 2x8 SP 2400F2.0E WEBS 2x4 SPF Stud*Except*W4:2x4SPFNo.2 WEDGE Left:2x4 SPF Stud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor4-10-1ocpurlins. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends that Stabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide.REACTIONS (lb/size)1=2094/Mechanical, (min.0-1-8),13=2091/0-6-0, (min.0-1-13) Max Horiz1=-97 (LC17) Max Uplift1=-280 (LC13),13=-276(LC12) MaxGrav1=2173 (LC2),13=2173 (LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOPCHORD 1-32=-3724/506,2-32=-3666/527,2-3=-3976/626,3-4=-4975/817,4-33=-5760/954,33-34=-5760/954,5-34=-5760/954, 5-35=-5979/991,6-35=-5979/991,6-7=-5979/991,7-8=-5979/991,8-36=-5979/991,9-36=-5979/991,9-37=-5802/963, 37-38=-5802/963,10-38=-5802/963,10-11=-5059/832,11-12=-4121/646,12-39=-3986/567,39-40=-3991/564, 13-40=-4050/551 BOT CHORD 1-25=-479/3230,24-25=-484/3243,23-24=-524/3591,22-23=-524/3591,21-22=-755/4973,20-21=-893/5760, 19-20=-893/5760,18-19=-863/5802,17-18=-703/5057,16-17=-474/3709,15-16=-474/3709,14-15=-474/3593, 13-14=-451/3565 WEBS 2-24=-160/422,3-24=-22/259,11-15=-29/358,12-15=-324/218,3-22=-370/1927,11-17=-366/1881,4-22=-1264/334, 4-21=-235/1081,5-21=-627/226,5-19=-90/402,7-19=-335/160,9-19=-84/350,9-18=-589/222,10-18=-228/1026, 10-17=-1227/329 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E)0-0-0 to5-3-14, Interior (1)5-3-14 to10-0-6, Exterior(2R)10-0-6 to17-8-9, Interior(1)17-8-9 to43-9-10, Exterior(2R)43-9-10to51-5-13, Interior (1)51-5-13 to 54-4-0zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersand forces & MWFRS for reactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16; Pr=20.0psf(roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 Plate DOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flat roofsnowloadgoverns.Rainsurchargeappliedtoallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwiseindicated. 7)Allplatesare4x6MT20unlessotherwiseindicated. 8)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads. 9)Refer togirder(s) fortruss to trussconnections. 10)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding280lbupliftatjoint1and276lbupliftatjoint13. 11)This trussisdesignedinaccordance with the2018 InternationalResidentialCodesections R502.11.1andR802.10.2and referencedstandardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T33 1 12004970-12T Hip Job Reference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:QGWHuuyCu_1oCGp_L?q938ye5P2-fj6PuDgCX8tua9MdtBt5j73QVH_O0b1h9fhkzZzMENC Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 ClayLot19 T33 1 12004970-12T Hip Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:QGWHuuyCu_1oCGp_L?q938ye5P2-fj6PuDgCX8tua9MdtBt5j73QVH_O0b1h9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 29 2856 57 5827 592660 2561 62 632464 65 232266 672168 69 201970 711872 73 17 7416 151 14255 4 39 40 5414243 446745 46 8 47 48910 49 11 50 515212385337 5436 133 T1 T2 T4T3 T5 B1 B4B3B2 W1 W2 W3 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W3 W6 W7 HW1 Scale =1:91.1 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)0.39 23 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.58 23 >999 180 TCDL 10.0 RepStress Incr NO WB 0.47 Horz(CT)0.10 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:1276lbFT=20% LUMBER TOP CHORD 2x8 SP 2400F2.0E*Except*T1,T5:2x6 SP 2400F2.0E BOT CHORD 2x8 SP 2400F2.0E WEBS 2x4 SPF Stud WEDGE Left:2x4 SPF Stud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)1=3928/Mechanical, (min.0-1-8),15=3831/0-6-0, (min.0-1-8) Max Horiz1=-67 (LC13) Max Uplift1=-1608 (LC9),15=-1517 (LC8) MaxGrav1=3930 (LC35),15=3840 (LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOPCHORD 1-2=-6078/2549,2-3=-7273/3119,3-36=-6557/2835,36-37=-6564/2836,37-38=-6567/2838,4-38=-6572/2839, 4-39=-12875/5566,39-40=-12875/5566,5-40=-12875/5566,5-41=-12875/5566,41-42=-12875/5566,42-43=-12875/5566, 43-44=-12875/5566,6-44=-12875/5566,6-7=-14896/6465,7-45=-14896/6465,45-46=-14896/6465,8-46=-14896/6465, 8-47=-14896/6465,47-48=-14896/6465,9-48=-14896/6465,9-10=-13047/5591,10-49=-13047/5591,11-49=-13047/5591, 11-50=-13047/5591,50-51=-13047/5591,51-52=-13047/5591,12-52=-13047/5591,12-53=-6881/2889, 53-54=-6876/2888,13-54=-6872/2887,13-55=-7639/3188,14-55=-7720/3205,14-15=-6789/2745 BOT CHORD 1-29=-2208/5233,28-29=-2208/5233,28-56=-4382/10234,56-57=-4382/10234,57-58=-4382/10234,27-58=-4382/10234, 27-59=-4382/10234,26-59=-4382/10234,26-60=-4382/10234,25-60=-4382/10234,25-61=-6214/14381, 61-62=-6214/14381,62-63=-6214/14381,24-63=-6214/14381,24-64=-6214/14381,64-65=-6214/14381, 23-65=-6214/14381,22-23=-6213/14462,22-66=-6213/14462,66-67=-6213/14462,21-67=-6213/14462, 21-68=-6213/14462,68-69=-6213/14462,20-69=-6213/14462,19-20=-4391/10476,19-70=-4391/10476, 70-71=-4391/10476,18-71=-4391/10476,18-72=-4391/10476,72-73=-4391/10476,17-73=-4391/10476, 17-74=-2380/5947,16-74=-2380/5947,15-16=-2380/5947 WEBS 2-29=-1079/526,2-28=-808/1856,3-28=-855/2336,4-28=-4513/1963,4-25=-1420/3247,5-25=-599/335,6-25=-1901/855, 6-24=0/276,6-23=-272/647,8-23=-514/321,9-23=-264/572,9-21=0/274,9-20=-1806/833,11-20=-615/340, 12-20=-1407/3161,12-17=-4430/1944,13-17=-965/2616,14-17=-576/1264,14-16=-709/371 NOTES 1)3-ply truss tobeconnected togetherwith10d (0.131"x3")nailsas follows: Topchordsconnectedas follows:2x6-2rowsstaggeredat0-9-0oc,2x8-2 rowsstaggeredat0-9-0oc. Bottomchordsconnectedasfollows:2x8-2 rowsstaggeredat0-9-0oc. Webconnectedas follows:2x4-1 rowat0-9-0oc. 2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback (B)facein theLOAD CASE(S)section.Ply toplyconnectionshavebeenprovided to distributeonlyloadsnotedas (F)or (B),unlessotherwiseindicated. 3)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft and rightexposed ; endverticalleftandrightexposed;LumberDOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-16; Pr=20.0psf(roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 Plate DOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flat roofsnowloadgoverns.Rainsurchargeappliedtoallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T34 1 32004970-12T Hip Girder Job Reference (optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:G79pq44bR3DqKJGpfy_RCGye5MI-fj6PuDgCX8tua9MdtBt5j73QnH?90eah9fhkzZzMENC Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6)Unbalanced snow loadshavebeenconsideredforthisdesign. 7)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 withstanding1517lbupliftat joint15and1608lbupliftat joint1. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)122 lbdownand96lbupat3-5-0,379 lbdownand271 lbupat6-7-14, 141 lbdownand99 lbupat7-1-6,156 lbdownand98 lbupat9-1-6,156 lbdownand98 lbupat11-1-6,156 lbdownand98 lbupat13-1-6,156 lbdownand98 lbupat 15-1-6,156 lbdownand98 lbupat17-1-6,156 lbdownand98 lbupat19-1-6,156lbdownand98lbupat21-1-6,156 lbdownand98 lbupat23-1-6,156 lbdownand98 lbupat25-1-6,156 lbdownand98 lbupat27-1-6,156lbdownand98 lbupat29-1-6,156 lbdownand98 lbupat31-1-6,156 lbdownand98 lbupat33-1-6,156 lb downand98lbupat35-1-6,156 lbdownand98 lbupat37-1-6,156 lbdownand98 lbupat39-1-6,156lbdownand98 lbupat41-1-6,156 lbdownand98 lbupat 43-1-6,156 lbdownand98 lbupat45-1-6,and377lbdownand270 lbupat47-2-2,and181lbdownand107 lbupat49-6-2on top chord,and38 lbdownat3-5-0,126lb downat6-7-14,41 lbdownand18 lbupat7-1-6,41 lbdownand18lbupat9-1-6,41 lbdownand18 lbupat11-1-6,41lbdownand18 lbupat13-1-6,41 lbdownand18 lbupat15-1-6,41 lbdownand18 lbupat17-1-6,41 lbdownand18 lbupat19-1-6,41 lbdownand18 lbupat21-1-6,41 lbdownand18 lbupat23-1-6,41 lbdownand 18 lbupat25-1-6,41 lbdownand18 lbupat27-1-6,41 lbdownand18 lbupat29-1-6,41 lbdownand18 lbupat31-1-6,41 lbdownand18 lbupat33-1-6,41 lbdown and18 lbupat35-1-6,41 lbdownand18 lbupat37-1-6,41 lbdownand18 lbupat39-1-6,41 lbdownand18 lbupat41-1-6,41 lbdownand18lbupat43-1-6,41 lb downand18lbupat45-1-6,and125 lbdownat47-1-6,and40 lbdownat49-6-2onbottom chord.Thedesign/selectionofsuch connectiondevice(s) istheresponsibilityof others. 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=-281(F),2=-94(F),29=-30(F),28=-102(F),23=-31(F),8=-93(F),11=-93(F),20=-31(F),17=-100(F),10=-93(F),13=-279(F),36=-95(F),37=-93(F), 38=-93(F),39=-93(F),40=-93(F),41=-93(F),43=-93(F),44=-93(F),45=-93(F),46=-93(F),47=-93(F),48=-93(F),49=-93(F),50=-93(F),52=-93(F), 53=-93(F),54=-93(F),55=-109(F),56=-31(F),57=-31(F),58=-31(F),59=-31(F),60=-31(F),61=-31(F),62=-31(F),63=-31(F),64=-31(F),65=-31(F), 66=-31(F),67=-31(F),68=-31(F),69=-31(F),70=-31(F),71=-31(F),72=-31(F),73=-31(F),74=-40(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T34 1 32004970-12T HipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:G79pq44bR3DqKJGpfy_RCGye5MI-fj6PuDgCX8tua9MdtBt5j73QnH?90eah9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4x4 =6x8 3x6204041194243181744161545461447484913505112123 5 27 2829 6 3031 32 7 8 33 34 935 36 3710 38 39 1126254 T1 T2 T3 W3 B1 B1B2 W1 W2 W3 W4 W3 W4 W3 W4 W3 W4 W3 W2 HW1 Scale =1:62.8 PlateOffsets (X,Y):[2:0-6-10,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 0.26 Vert(LL)0.32 15-18 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.45 15-18 >909 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.07 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:432lb FT=20% LUMBER TOP CHORD 2x6 SP 2400F2.0E BOT CHORD 2x6 SP 2400F2.0E WEBS 2x4 SPF Stud*Except*W2:2x4 SPF No.2 SLIDER Left2x4 SPFStud --1-6-0 BRACING TOPCHORD Structuralwoodsheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=2236/0-4-0, (min.0-1-8),12=2227/0-6-0, (min.0-1-8) Max Horiz2=91 (LC53) Max Uplift2=-1073 (LC8),12=-1088 (LC8) MaxGrav2=2249 (LC33),12=2390 (LC33) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOP CHORD 2-3=-2473/1141,3-4=-4187/1960,4-25=-7115/3303,25-26=-7115/3303,5-26=-7118/3303,5-27=-7114/3301, 27-28=-7114/3301,28-29=-7114/3301,6-29=-7114/3301,6-30=-8599/3992,30-31=-8599/3992,31-32=-8599/3992, 7-32=-8599/3992,7-8=-8599/3992,8-33=-8599/3992,33-34=-8599/3992,9-34=-8599/3992,9-35=-4506/2069, 35-36=-4506/2069,36-37=-4506/2069,10-37=-4506/2069,10-38=-4506/2069,38-39=-4506/2069,11-39=-4506/2069, 11-12=-2286/1040 BOT CHORD 2-20=-1790/3782,20-40=-1795/3794,40-41=-1795/3794,19-41=-1795/3794,19-42=-3964/8556,42-43=-3964/8556, 18-43=-3964/8556,17-18=-3964/8556,17-44=-3964/8556,16-44=-3964/8556,15-16=-3964/8556,15-45=-3358/7275, 45-46=-3358/7275,14-46=-3358/7275,14-47=-3358/7275,47-48=-3358/7275,48-49=-3358/7275,13-49=-3358/7275 WEBS 4-19=-1673/3687,5-19=-677/299,6-19=-1594/733,6-18=-65/265,7-15=-481/235,9-15=-702/1465,9-14=-76/276, 9-13=-3063/1426,10-13=-579/254,11-13=-2235/4868 NOTES 1)2-plytruss tobeconnected together with10d (0.131"x3")nailsas follows: Topchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc,2x4-1 rowat0-9-0oc. Bottomchordsconnectedas follows:2x6-2rowsstaggeredat0-9-0oc. Webconnectedas follows:2x4-1 rowat0-9-0oc. 2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback(B) facein theLOADCASE(S)section.Ply toplyconnectionshavebeenprovided to distributeonlyloadsnotedas (F)or (B), unlessotherwiseindicated. 3)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft exposed ; endverticalleftexposed;porchleftand rightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15 Plate DOL=1.15);Is=1.0; Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordancewith IBC 1608.3.4. 6)Unbalancedsnowloadshavebeenconsidered for thisdesign. 7)Thistrusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrent withotherliveloads. 8)Provideadequatedrainage toprevent waterponding. 9)AllplatesareMT20platesunlessotherwiseindicated. 10)Thistrusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T35 1 22004970-12T HalfHipGirder Job Reference (optional) Run:8.4 S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.TueApr2810:03:42 Page: 1 ID:h3T4IA9oj6IKtq_kpRZ4mpye5Kw-nytu3rdiTvNS5Y2seLo9ZHuimgcr4oW6E1jWqozMENG Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1088lbupliftat joint12and1073lbupliftat joint2. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)229 lbdownand160 lbupat4-6-0,108 lbdownand66 lbupat6-6-12, 108 lbdownand66 lbupat8-6-12,108lbdownand66 lbupat10-6-12,108 lbdownand66lbupat12-6-12,108 lbdownand66 lbupat14-6-12,108 lbdownand66 lb upat16-6-12,108 lbdownand66 lbupat18-6-12,108 lbdownand66 lbupat20-6-12,108lbdownand66 lbupat22-6-12,108 lbdownand66lbupat24-6-12,108 lb downand66lbupat26-6-12,108 lbdownand66 lbupat28-6-12,and108 lbdownand66 lbupat30-6-12,and108 lbdownand66 lbupat32-6-12ontopchord,and87 lbdownand88 lbupat4-6-0,37lbdownand36 lbupat6-6-12,37lbdownand36 lbupat8-6-12,37lbdownand36 lbupat10-6-12,37 lbdownand36 lbupat 12-6-12,37 lbdownand36 lbupat14-6-12,37 lbdownand36 lbupat16-6-12,37lbdownand36lbupat18-6-12,37 lbdownand36 lbupat20-6-12,37 lbdownand36 lbupat22-6-12,37 lbdownand36 lbupat24-6-12,37lbdownand36 lbupat26-6-12,37 lbdownand36 lbupat28-6-12,and37 lbdownand36 lbupat30-6-12,and 37 lbdownand36 lbupat32-6-12onbottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-11=-61,12-21=-20 ConcentratedLoads(lb) Vert:4=-192(F),8=-76(F),20=-63(F),6=-76(F),18=-26(F),16=-26(F),25=-76(F),26=-76(F),27=-76(F),29=-76(F),30=-76(F),32=-76(F),34=-76(F), 35=-76(F),36=-76(F),37=-76(F),38=-76(F),39=-76(F),40=-26(F),41=-26(F),42=-26(F),43=-26(F),44=-26(F),45=-26(F),46=-26(F),47=-26(F), 48=-26(F),49=-26(F),50=-26(F),51=-26(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T35 1 22004970-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:h3T4IA9oj6IKtq_kpRZ4mpye5Kw-nytu3rdiTvNS5Y2seLo9ZHuimgcr4oW6E1jWqozMENG DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =8x8 3x103031183217161514131233 111232324 5 26 6 27 7 28 8 9 29 10254 T1 T2 T2 W3 B1 B1B2 W1 W2 W2W3W2W3W2W3W2W3 HW1 Scale = 1:62.8 PlateOffsets (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 PlateGrip DOL 1.15 TC 0.54 Vert(LL)0.30 13-15 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.46 13-15 >897 180 TCDL 10.0 Rep StressIncr YES WB 0.81 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:200lb FT=20% LUMBER TOP CHORD 2x6SPF No.2 BOT CHORD 2x6SP2400F2.0E WEBS 2x4SPF Stud*Except*W2:2x4 SPFNo.2 SLIDER Left2x4 SPF Stud --1-6-0 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor3-3-2ocpurlins, exceptendverticals. BOT CHORD Rigidceilingdirectlyappliedor5-9-9ocbracing. WEBS 1 Rowatmidpt 10-12 MiTek recommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer 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) MaxGrav2=1469(LC37),11=1710 (LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 2-3=-1451/1176,3-23=-2749/2119,23-24=-2743/2122,4-24=-2737/2142,4-25=-4111/3000,5-25=-4113/2999, 5-26=-4519/3217,6-26=-4519/3217,6-27=-4001/2805,7-27=-4001/2805,7-28=-4001/2805,8-28=-4001/2805, 8-9=-4001/2805,9-29=-2566/1769,10-29=-2566/1769,10-11=-1645/1063 BOTCHORD 2-30=-1987/2490,30-31=-1987/2490,18-31=-1987/2490,18-32=-1980/2494,17-32=-1980/2494,16-17=-2998/4111, 15-16=-2998/4111,14-15=-3217/4519,13-14=-3217/4519,12-13=-1769/2566 WEBS 4-17=-1183/1879,10-12=-2008/2912,5-17=-788/290,5-15=-286/469,6-13=-595/474,8-13=-415/155,9-13=-1201/1650, 9-12=-1331/707 NOTES 1)Unbalanced roofliveloadshavebeenconsidered forthisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft; Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Exterior(2E) -1-2-12 to2-2-7, Interior (1)2-2-7 to6-6-0,Exterior(2R)6-6-0 to11-4-4, Interior (1)11-4-4 to34-2-4zone;cantileverleftexposed ; endverticalleftexposed;porch leftand rightexposed;C-C formembersandforces & MWFRS for reactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopeslessthan0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection (byothers)of truss tobearingplatecapableof withstanding616lbupliftatjoint11and586lbupliftatjoint2. 9)This trussisdesignedinaccordancewith the2018 InternationalResidential CodesectionsR502.11.1and R802.10.2and referencedstandardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T36 1 12004970-12T HalfHip JobReference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:YBd1o9UsGPcyXVFpcTWK5Wye5Hv-jK?eTXfy?WdALrCFmmqdei__uTG3YfiPiLCdugzMENE DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4x6 3x4 =6x6 18 24 2517 16 26 15 14 13 12 11 27 10 1 2 19 20 3 5 22 6 7 8 23 9214 T1 T2 T3 W7 W1 B1 B1B2 W4 W5 W6 W6 W3 W2 W7 W6 W7 W6 W7 Scale=1:62.8 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 PlateGrip DOL 1.15 TC 0.98 Vert(LL)0.34 12-15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(CT)-0.46 12-15 >880 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.94 Horz(CT)0.10 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:149 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOPCHORD Structural woodsheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor3-7-6ocbracing. WEBS 1 Rowatmidpt 9-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=1364/0-6-0,(min.0-2-11),18=1373/0-4-0,(min.0-2-4) Max Horiz18=147(LC16) Max Uplift10=-611(LC12),18=-569(LC12) Max Grav10=1717(LC37),18=1446(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 2-19=-2259/1875,19-20=-2226/1885,3-20=-2220/1892,3-4=-2527/2002,4-21=-3383/2471,5-21=-3386/2470, 5-22=-3313/2321,6-22=-3313/2321,6-7=-3313/2321,7-8=-3313/2321,8-23=-2238/1539,9-23=-2238/1539, 9-10=-1656/1050,2-18=-1389/1157 BOT CHORD 18-24=-290/159,24-25=-290/159,17-25=-290/159,16-17=-1826/2055,16-26=-1870/2339,15-26=-1870/2339, 14-15=-2469/3383,13-14=-2469/3383,12-13=-2469/3383,11-12=-1539/2238 WEBS 3-16=-128/332,4-16=-253/173,4-15=-721/1255,9-11=-1800/2621,3-17=-323/141,2-17=-1565/1937,5-15=-567/181, 6-12=-522/179,8-12=-938/1279,8-11=-1285/646 NOTES 1)Unbalancedroof liveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat.II;ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to8-6-0,Exterior(2R)8-6-0 to13-4-4, Interior(1)13-4-4 to34-2-4 zone;cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)AllplatesareMT20platesunlessotherwiseindicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding611 lbupliftat joint10and569lbupliftat joint18. 10)This trussisdesignedinaccordancewith the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T37 1 12004970-12T HalfHip JobReference(optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTek Industries, Inc.TueApr2810:03:42 Page: 1 ID:1pxF7pLT?j05090QepHRK?ye5FV-BXZ1htfamql1y?nRJTLsBwW2ktVxH4sYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =6x6 15 21 1422 13 2312 11 10 24 9 1 2 16 317 5 6 7 20 819184 T1 T2 T3 W7 W1 B1 B1B2 W5 W6 W6W7W6W7 W4W3 W2 Scale=1:62.9 Plate Offsets(X,Y):[2:0-3-0,0-1-8], [9:Edge,0-3-8],[11:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.99 Vert(LL)0.40 11-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.38 11-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.85 Horz(CT)0.08 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:149 lb FT=20% LUMBER TOP CHORD 2x4SPF1650F1.5E*Except*T1:2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOPCHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor3-8-13ocbracing. WEBS 1 Rowatmidpt 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),15=1359/0-4-0,(min.0-2-4) MaxHoriz15=181(LC16) MaxUplift9=-608(LC12),15=-549(LC12) MaxGrav9=1687(LC37),15=1446(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 2-16=-2269/1939,3-16=-2206/1960,3-17=-2357/1911,4-17=-2351/1935,4-18=-2854/2115,18-19=-2856/2115, 5-19=-2857/2115,5-6=-2144/1521,6-7=-2144/1521,7-20=-2144/1521,8-20=-2144/1521,8-9=-1613/1026, 2-15=-1383/1130 BOT CHORD 15-21=-356/214,14-21=-356/214,14-22=-1908/2036,13-22=-1908/2036,13-23=-1806/2166,12-23=-1806/2166, 11-12=-1806/2166,10-11=-2118/2847 WEBS 4-13=-403/299,4-11=-366/816,8-10=-1761/2484,5-11=-280/127,5-10=-831/710,7-10=-716/245,3-13=-285/215, 2-14=-1571/1863 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to10-6-0,Exterior(2R)10-6-0 to15-4-4, Interior(1)15-4-4 to34-2-4 zone; cantilever leftexposed ; end verticalleftexposed; porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableofwithstanding608lbupliftatjoint9and549 lbupliftat joint15. 9)This truss isdesigned inaccordance with the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T38 1 12004970-12T HalfHip Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:pRX_4oG853bJ7rq15neGP0ye5EJ-jK?eTXfy?WdALrCFmmqdei_tsTAXYe?PiLCdugzMENE DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 16 23 15 24 14 13 25 12 11 10 26 9 1 172 18 19 3 20 5 6 7 22 8214 T1 T2 T3 W7 W1 B1 B1B2 W5 W6 W6W7W6W7 W4W3 W2 Scale=1:62.9 PlateOffsets(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 Plate GripDOL 1.15 TC 1.00 Vert(LL)0.30 11-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.68 Vert(CT)-0.30 11-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT)0.07 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:155 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOP CHORD Structural woodsheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-0-13ocbracing. WEBS 1Rowatmidpt 8-9,4-11,8-10,5-10,2-15 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) Max Horiz16=215(LC16) Max Uplift9=-605(LC12),16=-530(LC12) Max Grav9=1650(LC37),16=1484(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOPCHORD 2-18=-2334/1971,18-19=-2263/1983,3-19=-2207/1997,3-20=-2138/1789,4-20=-2076/1811,4-21=-2309/1787, 5-21=-2311/1787,5-6=-1674/1230,6-7=-1674/1230,7-22=-1674/1230,8-22=-1674/1230,8-9=-1583/1051, 2-16=-1417/1107 BOTCHORD 16-23=-421/323,15-23=-421/323,15-24=-1962/2089,14-24=-1962/2089,13-14=-1694/1949,13-25=-1694/1949, 12-25=-1694/1949,11-12=-1694/1949,10-11=-1786/2309 WEBS 4-14=-480/381,4-11=-155/466,8-10=-1550/2109,5-11=-273/199,5-10=-813/718,7-10=-658/225,3-14=-499/292, 2-15=-1554/1839 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to12-6-0,Exterior(2R)12-6-0 to17-4-4, Interior(1)17-4-4 to34-2-4zone; cantilever leftexposed ; end vertical leftexposed; porchleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding605lbupliftat joint9and530 lbupliftat joint16. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T39 1 12004970-12T HalfHip Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:I_jV7CJ4rVQ6R3PY7rBRu9ye5Cz-jK?eTXfy?WdALrCFmmqdei_tmTCpYf_PiLCdugzMENE DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 15 22 14 23 13 12 1124 10 9 25 8 1 16 17 2 18 4 20 5 6 21 7193 T1 T2 T3 W7 W1 B1 B1B2 W5 W6 W6W7W6W7 W4W3 W2 Scale=1:61.1 Plate Offsets(X,Y):[15:Edge,0-9-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)0.26 13-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.25 13-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.81 Horz(CT)0.06 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:161 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6,W4:2x4SPF No.2 BRACING TOPCHORD Structural woodsheathingdirectlyapplied,exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor3-11-5ocbracing. WEBS 1 Rowatmidpt 7-8,3-10,7-9,4-9,1-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=1345/0-6-0,(min.0-2-8),15=1262/0-4-0,(min.0-2-3) Max Horiz15=229(LC16) Max Uplift8=-601(LC12),15=-469(LC12) Max Grav8=1608(LC36),15=1414(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-16=-2451/1978,16-17=-2367/1986,2-17=-2302/2004,2-18=-1948/1654,3-18=-1875/1684,3-19=-1882/1526, 4-19=-1885/1526,4-20=-1317/1006,5-20=-1317/1006,5-6=-1317/1006,6-21=-1317/1006,7-21=-1317/1006, 7-8=-1547/1075,1-15=-1340/1018 BOT CHORD 15-22=-455/310,14-22=-455/310,14-23=-1991/2185,13-23=-1991/2185,12-13=-1575/1732,11-12=-1575/1732, 11-24=-1575/1732,10-24=-1575/1732,9-10=-1525/1882 WEBS 3-13=-560/473,3-10=-263/240,7-9=-1410/1844,4-10=-365/316,4-9=-802/740,6-9=-600/206,2-13=-706/457, 1-14=-1557/1887 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-6-15, Interior(1)3-6-15 to14-6-0,Exterior(2R)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=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding601 lbupliftat joint8and469 lbupliftat joint15. 8)This truss is designed inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T40 1 12004970-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:f1e5SABtfwdliHUavg?YMYye5Bq-jK?eTXfy?WdALrCFmmqdei_vsTDOYfgPiLCdugzMENE DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 6x8 =4x4 =6x8 1.5x4 17 16 10 9 1 2 15 14 23 13 24 12 25 11 3 5 19 20 6 21 7 22 8184 W1 T1 T2 W11 B1 B2 B3 B4 B1W3 W2 W10 W9W5W4W6W6W7W8W7 Scale =1:37.6 Plate Offsets(X,Y):[3:0-4-8,0-4-0], [4:0-2-12,0-0-12], [11:0-5-4,0-2-8], [13:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.59 Vert(LL)-0.17 12-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.29 12-13 >769 180 TCDL 10.0 RepStress Incr NO WB 0.90 Horz(CT)0.17 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:116lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T2:2x6SP2400F2.0E BOTCHORD 2x4SPF No.2*Except*B2:2x4SP2400F2.0E,B3:2x6SP2400F2.0E, B4:2x4SPFStud WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2,W9:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-10-13ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide.REACTIONS (lb/size)9=1451/0-6-0,(min.0-2-7),17=1350/0-6-0,(min.0-2-4) MaxHoriz17=116(LC11) MaxUplift9=-390(LC9),17=-376(LC8) MaxGrav9=1542(LC33),17=1438(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-17=-1444/396,2-3=-2973/878,3-4=-3291/997,4-18=-4610/1275,5-18=-4616/1276,5-19=-4166/1114, 19-20=-4166/1114,6-20=-4166/1114,6-21=-2198/572,7-21=-2198/572,7-22=-2053/537,8-22=-2053/537,8-9=-1465/419 BOTCHORD 14-15=-1037/3421,14-23=-1027/3371,13-23=-1027/3371,13-24=-1314/4609,12-24=-1314/4609,12-25=-1156/4166, 11-25=-1156/4166,7-11=-465/193 WEBS 2-16=-158/584,2-15=-673/2081,8-11=-662/2431,4-14=-112/541,4-15=-407/121,4-13=-330/1334,6-11=-2087/575, 5-13=-398/152,5-12=-500/168,6-12=-34/315 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding376 lbupliftat joint17and390lbupliftat joint9. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)254 lbdownand153 lbupat4-9-0,109 lbdownand56 lbupat6-9-12, 109 lbdownand56 lbupat8-9-12,109lbdownand56 lbupat10-9-12,109 lbdownand56 lbupat12-9-12,109lbdownand56 lbupat14-9-12,and126 lbdownand 72 lbupat16-9-12,and134 lbdownand68 lbupat18-5-4on top chord,and128 lbdownand46lbupat4-9-0,51 lbdownand20 lbupat6-9-12,51lbdownand20 lbup at8-9-12,51lbdownand20 lbupat10-9-12,51 lbdownand20 lbupat12-9-12,51lbdownand20 lbupat14-9-12,and45 lbdownat16-7-12,and57lbdownat 18-5-4onbottomchord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. 11)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T41 1 12004970-12T Jack-ClosedGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:bDL7ZIq6ACIEZQ1mWIS_?kye5B?-BXZ1htfamql1y?nRJTLsBwW8xtYMH5cYx?yAQ6zMEND Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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=-217(B),7=-94(B),11=-34(B),14=-128(B),13=-51(B),6=-78(B),5=-78(B),12=-51(B),18=-78(B),19=-78(B),21=-78(B),22=-112(B),23=-51(B), 24=-51(B),25=-51(B),26=-40(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T41 1 12004970-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:bDL7ZIq6ACIEZQ1mWIS_?kye5B?-BXZ1htfamql1y?nRJTLsBwW8xtYMH5cYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 2x4 =4x4 3x4 =5x12 =5x12 1.5x4 =3x4 15 14 9 8 1 16 2 13 12 11 10 17 3 5 19 20 6 7184 W1 T1 T2 W10 B1 B1 B2 B3 B4 W3 W2 W4 W9 W8W5W6W6W7 Scale = 1:37.6 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(CT)-0.15 11-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.64 Horz(CT)0.11 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:87 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 sheathingdirectlyappliedor3-8-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:14-15,13-14. 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) Max Horiz15=155(LC13) Max Uplift8=-154(LC13),15=-141(LC12) Max Grav8=909(LC37),15=878(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-869/219,2-17=-1688/439,3-17=-1645/442,3-4=-1959/604,4-18=-1707/291,5-18=-1710/291,5-19=-809/153, 19-20=-809/153,6-20=-809/153,6-7=-765/145,7-8=-872/169 BOT CHORD 3-13=-280/130,12-13=-344/1415,11-12=-347/1408,10-11=-338/1707,6-10=-340/122 WEBS 2-13=-475/1303,4-13=-360/723,7-10=-215/1118,5-10=-992/173,4-11=-90/334 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-7-8,Exterior(2E)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 forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding141 lbupliftatjoint15and154lbupliftat joint8. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T42 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:cGKY9_Rbbz5m3KniVzF07tye52T-BXZ1htfamql1y?nRJTLsBwWBptZSH8YYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =4x4 =6x6 1.5x4 10 91716 1 2 15 14 13 12 11 1819 3 20 4 621 22 7 85 W1 T1 T2 W12 B1 B2 B3 B4 B1 W3 W2 W11 W10W7 W6W4W5 W8W8W9 Scale = 1:37.6 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(CT)-0.12 14-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.59 Horz(CT)0.09 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:95 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 sheathingdirectlyappliedor3-11-0ocpurlins, 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) Max Horiz17=192(LC13) Max Uplift9=-151(LC13),17=-132(LC16) Max Grav9=865(LC37),17=944(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-936/214,2-18=-1784/431,18-19=-1734/433,3-19=-1724/434,3-20=-2012/533,4-20=-1955/543,4-5=-1183/230, 5-6=-1101/206,6-21=-547/119,21-22=-547/119,7-22=-547/119,7-8=-529/116,8-9=-831/175 BOT CHORD 14-15=-453/1415,13-14=-453/1414,12-13=-314/1052,11-12=-257/1098,7-11=-282/105 WEBS 2-16=-75/259,2-15=-509/1371,8-11=-190/927,5-13=-55/372,4-13=-529/168,4-15=-251/494,6-11=-702/132 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to8-7-8,Exterior(2E)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 forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding132 lbupliftatjoint17and151lbupliftat joint9. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T43 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:klaat4Wcr?PLOPIxIt3Rywye4jj-jK?eTXfy?WdALrCFmmqdei_3cTDzYi8PiLCdugzMENE DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =4x4 =6x6 =5x12 1.5x4 15 14 9 8 1 2 13 12 11 10 16 3 17 4 6 20 719185 W1 T1 T2 W11 B1 B2 B3 B4 B1 W3 W2 W4 W8 W10 W9W7 W6W5 Scale = 1:37.7 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(CT)-0.15 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.68 Horz(CT)0.10 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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 sheathingdirectlyappliedor3-7-12ocpurlins, 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(LC37),15=999(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-992/209,2-16=-1937/430,3-16=-1877/432,3-17=-2241/540,4-17=-2199/555,4-5=-1002/183,5-18=-453/137, 18-19=-455/137,6-19=-456/136,6-20=-425/129,7-20=-425/129,7-8=-777/185 BOT CHORD 14-15=-262/214,12-13=-437/1433,11-12=-438/1431,10-11=-280/855,6-10=-474/173 WEBS 2-14=-83/298,2-13=-542/1493,4-13=-316/693,5-10=-618/150,7-10=-211/886,5-11=-30/472,4-11=-676/186 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-7-8,Exterior(2E)10-7-8 to14-10-7, Interior(1)14-10-7 to18-10-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding145 lbupliftatjoint15and146lbupliftat joint8. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T44 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:DIm5xUYYbQE8idtTKxccR2ye4iN-jK?eTXfy?WdALrCFmmqdei_?cTC4YhkPiLCdugzMENE DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =4x4 9 81514 1 16 2 13 12 11 10 17 3 18 4 19 6 7205 W1 T1 T2 W11 B1 B2 B3 B4 B1W3 W2 W4 W8 W10 W9W7 W6W5 Scale = 1:37.7 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(CT)-0.19 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.12 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:102 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*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(LC37),15=1007(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-1003/204,2-17=-2095/433,3-17=-2035/435,3-18=-2479/564,4-18=-2395/579,4-19=-847/142,5-19=-754/162, 5-20=-312/133,6-20=-314/133,6-7=-304/129,7-8=-711/211 BOT CHORD 14-15=-301/242,3-13=-319/139,12-13=-423/1438,11-12=-424/1437,10-11=-249/683,6-10=-320/123 WEBS 2-14=-91/320,2-13=-582/1618,4-13=-395/917,5-10=-621/153,7-10=-220/731,5-11=-51/526,4-11=-858/213 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to12-7-8,Exterior(2E)12-7-8 to16-7-12, Interior(1)16-7-12 to18-10-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding154 lbupliftatjoint15and140lbupliftat joint8. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T45 1 12004970-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:bmQXMmIJMsj3pM9vZPgcbiye4er-BXZ1htfamql1y?nRJTLsBwWAGtXFH8jYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 4x6 =8x8 17 11 1810 19 9 20 21 8 22 7 1 15 2 16 3 4 65 T2 T1 T3 W7 B1 B2 W1 W2 W3 W4 W5 W6 HW1 Scale =1:38.1 Plate Offsets(X,Y):[5:0-4-0,0-3-4], [8:0-5-0,0-5-12], [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 0.53 Vert(LL)-0.15 9-11 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.28 9-11 >809 180 MT18HS 244/190 TCDL 10.0 RepStress Incr NO WB 0.90 Horz(CT)0.04 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:429 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T1:2x6SP2400F2.0E BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPFStud*Except*W3,W5,W6:2x4SPFNo.2 WEDGE Left:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)1=8732/0-6-0,(min.0-2-8),7=11237/0-6-0,(min.0-3-2) MaxHoriz1=275(LC11) MaxUplift1=-1964(LC12),7=-1671(LC9) MaxGrav1=8961(LC33),7=11305(LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-15=-16712/3578,2-15=-16681/3596,2-16=-12933/2126,3-16=-12814/2140,3-4=-12781/2148,4-5=-6508/1024 BOTCHORD 1-17=-3310/15008,11-17=-3310/15008,11-18=-3310/15008,10-18=-3310/15008,10-19=-3310/15008, 9-19=-3310/15008,9-20=-2009/11967,20-21=-2009/11967,8-21=-2009/11967,8-22=-907/5707,22-23=-907/5707, 7-23=-907/5707 WEBS 2-11=-1258/3620,2-9=-3335/1430,4-9=-1354/7774,4-8=-8478/1625,5-8=-1650/10944,5-7=-10436/1589 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 staggeredat0-4-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)Provideadequatedrainage toprevent waterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1671 lbupliftat joint7and1964 lbupliftat joint1. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)58 lbdownat2-6-0,4031 lbdownand1620lbupat4-4-8,2153 lbdown and292 lbupat6-6-0,2153 lbdownand233 lbupat8-6-0,2153 lbdownand219 lbupat10-6-0,2167 lbdownand250 lbupat12-6-0,2232lbdownand278 lbupat 14-6-0,and2206 lbdownand267lbupat16-6-0,and1738 lbdownand233 lbupat18-6-0onbottom chord.Thedesign/selectionofsuch connectiondevice(s) is the responsibilityofothers. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 T46 1 32004970-12T HalfHipGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:C5ROiQh42VKckB0BMmlpIAye4d1-fj6PuDgCX8tua9MdtBt5j73KeHvX0Ysh9fhkzZzMENC Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-6=-61,7-12=-20 ConcentratedLoads(lb) Vert:11=-3910(F),8=-2232(F),17=-58(F),18=-2120(F),19=-2057(F),20=-2102(F),21=-2167(F),22=-2206(F),23=-1738(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 T46 1 32004970-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:C5ROiQh42VKckB0BMmlpIAye4d1-fj6PuDgCX8tua9MdtBt5j73KeHvX0Ysh9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 1.5x4 1 5 1615 2 4 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale = 1:37.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.42 Horiz(TL)-0.01 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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),12=-165(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,12except6=-198(LC 17),9=-196(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5,12except6=437 (LC23),7=585(LC2),9=439(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-15=-199/289,2-15=-76/357,2-3=0/331,3-4=0/332,4-16=-78/395,5-16=-103/325 BOT CHORD 1-9=-277/180,8-9=-277/144,7-8=-277/144,6-7=-277/144,5-6=-277/144 WEBS 3-7=-526/0,2-9=-330/277,4-6=-329/277 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to8-8-0,Corner(3R)8-8-0 to11-8-0,Exterior(2N)11-8-0 to17-3-11 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)5except(jt=lb)9=196,6=197. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V01 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-QGbQaymDfbulXOzALs0z2pOl5VlYuGJt?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 =4x4 1.5x4 1 5 141342 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:31.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 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 IRC2018/TPI2014 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=391(LC 23),7=302(LC2),8=391(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-309/271,4-6=-309/270 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to7-4-0,Corner(3R)7-4-0 to10-4-0,Exterior(2N)10-4-0 to14-7-11 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=167,6=164. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V02 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-QGbQaymDfbulXOzALs0z2pOmXVmGuKqt?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1.5x4 1 5 2 4 1413 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:28.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 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 0.11 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=391(LC 23),8=391(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-363/354,4-6=-363/354 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to6-0-0,Corner(3R)6-0-0 to9-0-0,Exterior(2N)9-0-0 to11-11-11 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=161,6=158. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V03 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:_ujPA9r7mIZuo8jLOCfOb4yeKLv-QGbQaymDfbulXOzALs0z2pOmyVm4uL7t?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 109 2 T1 T1 B1 ST1 Scale = 1:24.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:26 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-3-5ocpurlins. 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=-42(LC23),3=-42(LC22),4=-137(LC16) Max Grav1=61(LC35),3=61(LC36),4=704(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-223/265,2-9=-207/318,2-10=-200/318,3-10=-216/265 BOT CHORD 1-4=-262/303,3-4=-262/303 WEBS 2-4=-526/407 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to4-8-0,Corner(3R)4-8-0 to7-8-0,Exterior(2N)7-8-0 to9-3-11 zone; cantilever leftandrightexposed ; end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding42 lbupliftat joint1,42 lbupliftatjoint3and137 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V04 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:S4HnNVslWcilQIIXywAd7IyeKLu-QGbQaymDfbulXOzALs0z2pOkZVj5uKUt?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 109 2 T1 T1 B1 ST1 Scale = 1:21.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-7-5ocpurlins. 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(LC15) Max Uplift3=-8(LC17),4=-72(LC16) Max Grav1=86(LC22),3=86(LC23),4=433(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-295/253 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to3-4-0,Corner(3R)3-4-0 to6-4-0,Exterior(2N)6-4-0 to6-7-11 zone; cantilever leftandrightexposed ; end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding8lbupliftat joint3and72 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V05 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:S4HnNVslWcilQIIXywAd7IyeKLu-QGbQaymDfbulXOzALs0z2pOncVlHuLct?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =3x4 1 3 2 T1 T1 B1 Scale = 1:19.1 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 IRC2018/TPI2014 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=162(LC22),3=162(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding21 lbupliftat joint1and21 lbupliftat joint3. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V06 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:S4HnNVslWcilQIIXywAd7IyeKLu-QGbQaymDfbulXOzALs0z2pOoMVmMuMqt?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1 7 62 1918 53 4 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale = 1:40.3 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)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 IRC2018/TPI2014 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(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-108(LC17), 9=-182(LC17),11=-182(LC16),13=-113(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=291(LC 30),9=394(LC23),10=260(LC32),11=394(LC22),13=296 (LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 3-11=-311/238,5-9=-311/238 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to10-2-0,Corner(3R)10-2-0 to13-2-0,Exterior(2N)13-2-0 to20-3-11 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)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=182,8=107. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V07 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:wHr9brsNHwqc2StkVdhsgVyeKLt-nDPJdfqMT7W2e9r78Pc8ls5dFWTMZa1c9BLwwJzMEN? DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 1.5x4 1 5 1514 42 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale = 1:37.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 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 IRC2018/TPI2014 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 2-14=-122/268 WEBS 3-7=-340/24,2-9=-337/278,4-6=-337/278 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to8-10-0,Corner(3R)8-10-0 to11-10-0,Exterior(2N)11-10-0 to17-7-11 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)9=205,6=202. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V08 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:wHr9brsNHwqc2StkVdhsgVyeKLt-QGbQaymDfbulXOzALs0z2pOlcVlAuISt?vd9F5zMEN4 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 =4x4 1.5x4 1 5 13 14 42 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:32.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 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 IRC2018/TPI2014 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=397(LC 23),7=310(LC2),8=397(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-311/270,4-6=-311/270 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to7-6-0,Corner(3R)7-6-0 to10-6-0,Exterior(2N)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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)8=171,6=168. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V09 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:wHr9brsNHwqc2StkVdhsgVyeKLt-J1rxPJpkiqOB0?Gxai4vCfZST77Eq8dSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 5 42 13 14 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:28.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=368(LC 23),7=253(LC2),8=368(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-323/302,4-6=-323/302 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to6-2-0,Corner(3R)6-2-0 to9-2-0,Exterior(2N)9-2-0 to12-3-11 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=148,6=145. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V10 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-J1rxPJpkiqOB0?Gxai4vCfZSV771q9MSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 109 2 T1 T1 B1 ST1 Scale = 1:25.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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(LC15) Max Uplift1=-50(LC23),3=-50(LC22),4=-147(LC16) Max Grav1=59(LC35),3=59(LC36),4=742(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-237/285,2-9=-222/342,2-10=-215/342,3-10=-231/285 BOT CHORD 1-4=-279/317,3-4=-279/317 WEBS 2-4=-558/427 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to4-10-0,Corner(3R)4-10-0 to7-10-0,Exterior(2N)7-10-0 to9-7-11 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding50 lbupliftat joint1,50 lbupliftatjoint3and147 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V11 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-J1rxPJpkiqOB0?Gxai4vCfZQ274gq8ESwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 =4x4 1 3 9 12 1110 2 T1 T1 B1 ST1 Scale = 1:21.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 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 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:19 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood 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(LC12) Max Uplift1=-1(LC23),3=-8(LC12),4=-79(LC16) Max Grav1=79(LC22),3=79(LC23),4=464(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-321/272 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to3-6-0,Corner(3R)3-6-0 to6-6-0,Exterior(2N)6-6-0 to6-11-11zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding1lbupliftat joint1,8lbupliftat joint3and79 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V13 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-J1rxPJpkiqOB0?Gxai4vCfZTI760q9VSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:19.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=68(LC22),3=68(LC23),4=243(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding5lbupliftat joint1,12lbupliftatjoint3and33 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V14 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:OTPYoBt02DyTfcSw3LC5DjyeKLs-J1rxPJpkiqOB0?Gxai4vCfZV977cqADSwXbMOszMEN0 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 1 14 32 373633213 3 12 6 347 835 9 1045 11 T1 T2 T3 T1 B1 B1B3B2 ST4ST4ST4ST4ST4ST3 ST2 ST1 ST5 ST6 Scale=1:80.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 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 IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:162lb FT=20% LUMBER TOPCHORD 2x4 SPF No.2 BOTCHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigidceilingdirectlyappliedor6-0-0ocbracing. MiTek recommends thatStabilizersand requiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide.REACTIONS Allbearings48-7-14. (lb)-Max Horiz1=-102 (LC17) Max UpliftAlluplift100 (lb)orlessatjoint(s)1,14,16,18,19,20,21,23, 24,26except15=-145 (LC17),27=-142 (LC16) MaxGravAllreactions250 (lb)orlessatjoint(s)1,14except15=651 (LC 40),16=360 (LC40),18=391 (LC40),19=442 (LC39),20=412 (LC39),21=415 (LC39),23=434 (LC39),24=413 (LC40), 26=358 (LC40),27=635 (LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOP CHORD 1-32=-287/219,2-33=-119/318,2-3=-37/272,3-4=0/281,11-12=0/276,12-13=-22/272,13-36=-103/320 BOT CHORD 1-27=-202/260 WEBS 11-18=-299/96,10-19=-363/140,8-20=-331/131,7-21=-334/133,6-23=-354/135,4-24=-322/107,3-26=-315/157, 2-27=-454/249,12-16=-321/158,13-15=-464/252 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft; Cat. II; ExpC; Enclosed;MWFRS (envelope)exteriorzoneandC-C Corner(3E)0-0-10 to4-11-0, Exterior(2N)4-11-0 to14-5-9, Corner(3R)14-5-9 to19-3-15,Exterior(2N)19-3-15 to34-3-9,Corner(3R)34-3-9 to39-1-15, Exterior(2N)39-1-15 to48-8-8zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersandforces & MWFRSfor reactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwindloadsin theplaneof the trussonly.Forstudsexposed towind (normal tothe face),seeStandardIndustryGableEnd Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16; Pr=20.0psf (roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0;Rough CatC;Partially Exp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordance with IBC 1608.3.4. 5)Unbalancedsnowloadshavebeenconsidered for thisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare2x4MT20unlessotherwiseindicated. 8)Gable requirescontinuousbottomchordbearing. 9)Gablestudsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads. 11)Providemechanicalconnection(byothers)of truss tobearingplatecapableofwithstanding100lbupliftatjoint(s)1,14,18,19,20,21,23,24,26,16except (jt=lb)27=141, 15=144. 12)This trussisdesignedinaccordance with the2018 InternationalResidential Codesections R502.11.1and R802.10.2and referencedstandardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 V15 1 12004970-12T Valley JobReference (optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:KsWIDsvGarCBvvcIBmEZI8yeKLq-fj6PuDgCX8tua9MdtBt5j73LDHyA0i3h9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 1 12 3229112 103 5 30631 7 984 T1 T2 T1 B1 B1B2 ST3 ST2 ST1 ST3 ST3 ST3 ST4 ST5 ST6 Scale = 1:73.5 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 0.54 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 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 IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:143 lb FT=20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings43-10-5. (lb)-Max Horiz1=99(LC20) Max UpliftAlluplift100(lb)or lessat joint(s)1,12,14,15,17,18,19,21, 22,28except13=-134(LC17),23=-139(LC16) Max GravAllreactions250(lb)or lessat joint(s)1except13=609(LC 40),14=352(LC40),15=562(LC40),17=433(LC39),18=406 (LC39),19=442(LC39),21=527(LC40),22=396(LC40), 23=579(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-29=-257/593,2-29=-243/684,2-3=-163/651,3-4=-82/647,4-5=-36/549,5-30=-37/548,6-30=-37/548,6-31=-37/548, 7-31=-37/548,7-8=-36/549,8-9=-34/547,9-10=-87/655,10-11=-161/646,11-32=-253/685,12-32=-272/593 BOT CHORD 1-23=-548/321,22-23=-548/321,21-22=-548/321,20-21=-548/321,19-20=-548/321,18-19=-548/321,17-18=-548/321, 16-17=-548/321,15-16=-548/321,14-15=-548/321,13-14=-548/321,12-13=-548/321 WEBS 4-21=-439/148,3-22=-344/167,2-23=-422/231,5-19=-362/139,6-18=-324/130,7-17=-354/135,9-15=-470/155, 10-14=-314/159,11-13=-437/235 NOTES 1)Unbalancedroof liveloadshavebeen consideredfor thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-10 to4-5-4,Exterior(2N)4-5-4 to14-0-12,Corner(3R)14-0-12 to18-5-6,Exterior(2N)18-5-6 to29-10-12,Corner(3R)29-10-12 to34-0-12,Exterior(2N) 34-0-12 to43-10-14zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalanced snowloadshavebeen considered forthisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequirescontinuousbottom chordbearing. 9)Gablestuds spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,21,22,19,18,17,15,14except(jt=lb)23=139,13=134. 12)This truss is designedinaccordancewith the2018 InternationalResidentialCode sections R502.11.1and R802.10.2andreferencedstandardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V16 1 12004970-12T Valley JobReference(optional) Run:8.4 S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.TueApr2810:03:42 Page: 1 ID:o24gQCvuL8K2W3AVkTmoqLyeKLp-fj6PuDgCX8tua9MdtBt5j73KPH_60h9h9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 ClayLot19 V16 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:o24gQCvuL8K2W3AVkTmoqLyeKLp-fj6PuDgCX8tua9MdtBt5j73KPH_60h9h9fhkzZzMENC DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =6x6 1 113427 33283229102 93 5 30 316 874 T1 T2 T1 B1 B1B2 ST3 ST2 ST1 ST3 ST3 ST4 ST5 ST6 Scale =1:66 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.28 Horiz(TL)-0.03 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:125 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, inaccordance withStabilizer Installationguide.REACTIONS Allbearings39-0-11. (lb)-Max Horiz1=96(LC16) Max UpliftAlluplift100(lb)orlessat joint(s)1,11,13,14,16,17,19,20, 26except12=-126(LC17),21=-131(LC16) Max GravAllreactions250(lb)or lessatjoint(s)1except12=582(LC 40),13=362(LC40),14=560(LC40),16=425(LC39),17=437 (LC39),19=523(LC40),20=410(LC40),21=547(LC40) FORCES (lb)-Max. Comp./Max.Ten.-Allforces250(lb)or lessexcept when shown. TOPCHORD 1-28=-239/594,28-29=-228/622,2-29=-222/678,2-3=-152/654,3-4=-69/646,4-5=-24/549,5-30=-25/548,30-31=-25/548, 6-31=-25/548,6-7=-24/549,7-8=-22/547,8-9=-74/655,9-10=-150/649,10-32=-234/679,32-33=-235/667, 11-33=-252/594,11-34=-302/589,11-34=-306/575 BOTCHORD 1-21=-548/298,20-21=-548/298,19-20=-548/298,18-19=-548/298,17-18=-548/298,16-17=-548/298,15-16=-548/298, 14-15=-548/298,13-14=-548/298,12-13=-548/298,11-12=-548/298 WEBS 4-19=-437/143,3-20=-352/170,2-21=-399/213,5-17=-356/139,6-16=-346/133,8-14=-469/149,9-13=-321/162, 10-12=-416/217 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-10 to3-11-8,Exterior(2N)3-11-8 to13-7-15,Corner(3R)13-7-15 to17-7-15,Exterior(2N)17-7-15 to25-5-15,Corner(3R)25-5-15to29-7-15,Exterior(2N) 29-7-15 to39-1-5 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60 plategripDOL=1.60 3)Trussdesigned forwind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15);Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than0.500/12 inaccordancewith IBC 1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwiseindicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 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 inaccordance with the2018 International ResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 V17 1 12004970-12T Valley JobReference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.TueApr2810:03:42 Page: 1 ID:lQCQrux8tmammNKtsuoGwmyeKLn-BXZ1htfamql1y?nRJTLsBwWAAteDHEBYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 ClayLot19 V17 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:lQCQrux8tmammNKtsuoGwmyeKLn-BXZ1htfamql1y?nRJTLsBwWAAteDHEBYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =6x6 =4x4 1 102532 3126 922730 83 5 2928 764 T1 T2 T1 B1 B1B2 ST3 ST2 ST1 ST3 ST4 ST5 ST6 Scale=1:58.8 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 PlateGrip DOL 1.15 TC 0.47 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 0.26 Horiz(TL)-0.03 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:107lb 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 thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings34-3-2. (lb)-MaxHoriz1=94(LC16) MaxUpliftAlluplift100(lb)or lessat joint(s)1,10,12,13,15,17,18,24 except11=-118(LC17),19=-122(LC16) Max GravAllreactions250(lb)or lessat joint(s)1except11=551(LC 40),12=373(LC40),13=550(LC40),15=456(LC39),17=516 (LC40),18=422(LC40),19=513(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-26=-221/576,2-26=-212/653,2-27=-139/522,3-27=-122/638,3-4=-55/628,4-28=-11/532,5-28=-11/531,5-29=-11/531, 6-29=-11/532,6-7=-9/531,7-8=-60/636,8-30=-135/633,9-30=-138/516,9-31=-217/655,10-31=-230/576, 10-32=-277/571,10-32=-278/547 BOT CHORD 1-19=-531/274,18-19=-531/274,17-18=-531/274,16-17=-531/274,15-16=-531/274,14-15=-531/274,13-14=-531/274, 12-13=-531/274,11-12=-531/274,10-11=-531/274 WEBS 4-17=-430/137,3-18=-360/172,2-19=-376/196,5-15=-377/142,7-13=-459/141,8-12=-329/165,9-11=-395/200 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Corner(3E)0-0-10 to3-5-11,Exterior(2N)3-5-11 to13-3-2, Corner(3R)13-3-2 to16-8-4,Exterior(2N)16-8-4 to21-1-2, Corner(3R)21-1-2 to24-6-4,Exterior(2N)24-6-4 to 34-3-11 zone; cantileverleftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face), seeStandardIndustry GableEnd Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeenconsidered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,17,18,15,13,12except(jt=lb)19=122,11=118. 12)This truss isdesigned inaccordancewith the2018 International ResidentialCodesectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot19 V18 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:Ddmp3Eyme3idOXv4QbJVS_yeKLm-BXZ1htfamql1y?nRJTLsBwWAmtffHEWYx?yAQ6zMEND Continuedonpage 2 DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 ClayLot19 V18 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 2 ID:Ddmp3Eyme3idOXv4QbJVS_yeKLm-BXZ1htfamql1y?nRJTLsBwWAmtffHEWYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =6x6 =4x4 1 9 2621 822225 732324 654 T1 T2 T1 B1 B2 ST3 ST2 ST1 ST4 ST5 ST6 Scale = 1:51.6 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 Plate GripDOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:89 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings29-5-8. (lb)-Max Horiz1=91(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)1,9,11,12,14except 10=-109(LC17),15=-101(LC16),16=-112(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=504(LC 40),11=413(LC40),12=400(LC23),14=379(LC22),15=417 (LC40),16=516(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-21=-260/136 WEBS 4-14=-296/87,3-15=-355/170,2-16=-372/184,6-12=-317/97,7-11=-349/168,8-10=-365/182 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to12-10-6, Corner(3R)12-10-6 to15-10-6,Exterior(2N)15-10-6 to16-8-6, Corner(3R)16-8-6 to19-8-6,Exterior(2N)19-8-6 to29-6-2 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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,9,14,12,11except(jt=lb)15=100,16=112,10=109. 12)This truss is designed inaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V19 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.TueApr2810:03:42 Page: 1 ID:hpKBGayPPNqT?gUGzJqk?ByeKLl-BXZ1htfamql1y?nRJTLsBwWDYtfpHGxYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 1 7 2118 2 6 19 20 3 5 4 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale = 1:43.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 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 Allbearings24-7-14. (lb)-Max Horiz1=-88(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-103(LC17), 9=-105(LC17),12=-105(LC16),13=-104(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=370(LC 36),9=377(LC23),10=365(LC2),12=377(LC22),13=370 (LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-10=-279/44,3-12=-305/174,2-13=-252/175,5-9=-305/174,6-8=-252/175 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to12-4-9, Corner(3R)12-4-9 to15-4-9,Exterior(2N)15-4-9 to24-8-8 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)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)12=104,13=103,9=104,8=102. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V20 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:hpKBGayPPNqT?gUGzJqk?ByeKLl-BXZ1htfamql1y?nRJTLsBwWEstgOHGNYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 1.5x4 =4x4 1.5x4 1 5 1714 15 16 2 4 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale =1:36.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 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 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 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=-71(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-146(LC17), 9=-147(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=518(LC 23),7=429(LC2),9=518(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-14=-183/289,14-15=-127/290,2-15=-116/357,2-3=-26/323,3-4=-27/323,4-16=-112/357,16-17=-122/290, 5-17=-131/289 BOTCHORD 1-9=-267/183,8-9=-267/183,7-8=-267/183,6-7=-267/183,5-6=-267/183 WEBS 3-7=-397/122,2-9=-374/230,4-6=-374/229 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to9-11-12, Corner(3R)9-11-12 to12-11-12,Exterior(2N)12-11-12 to19-10-14 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)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)1,5except(jt=lb)9=146,6=146. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V21 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-BXZ1htfamql1y?nRJTLsBwWCftffHGOYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 1.5x4 =4x4 1.5x4 1 5 13 16141524 3 T1 T1 B1 ST2 ST1 ST1 Scale =1:28.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 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 IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:39 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 Allbearings15-0-11. (lb)-MaxHoriz1=53(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-107(LC17), 8=-107(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=400(LC 23),7=331(LC2),8=400(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-7=-256/116,2-8=-313/220,4-6=-313/220 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to7-6-15,Corner(3R)7-6-15 to10-6-15,Exterior(2N)10-6-15 to15-1-5 zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)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)1,5except(jt=lb)8=107,6=106. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V22 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-BXZ1htfamql1y?nRJTLsBwWErthAHHWYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 512 =4x4 1 3 109 2 T1 T1 B1 ST1 Scale =1:21.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.34 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lb FT = 20% LUMBER 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 (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) MaxHoriz1=35(LC16) MaxUplift1=-16(LC16),3=-23(LC17),4=-88(LC16) Max Grav1=108(LC22),3=108(LC23),4=718(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-9=-252/384,2-9=-243/425,2-10=-242/425,3-10=-251/384 BOTCHORD 1-4=-362/315,3-4=-362/315 WEBS 2-4=-518/375 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to5-2-2,Corner(3R)5-2-2 to8-2-2,Exterior(2N)8-2-2 to10-3-11 zone; cantilever leftandrightexposed ; endvertical leftand rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)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 withstanding16 lbupliftatjoint1,23lbupliftat joint3and88lbupliftat joint4. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V23 1 12004970-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.TueApr2810:03:42 Page: 1 ID:9?uZTwz1AhyKdq3SX0LzXPyeKLk-BXZ1htfamql1y?nRJTLsBwWCTtdKHHkYx?yAQ6zMEND DE Job # 74029-W1 Dansco Engineering, LLC Date: 04/29/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1 3 2 T1 T1 B1 Scale = 1:17.3 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 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 IRC2018/TPI2014 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 sheathingdirectlyappliedor5-5-8ocpurlins. 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=-450/422,2-3=-303/308 BOT CHORD 1-3=-368/408 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint1and32 lbupliftat joint3. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot19 V24 1 12004970-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.TueApr2810:03:42 Page: 1 ID:dCRxhG_fx_4BF_ef5ktC4cyeKLj-BXZ1htfamql1y?nRJTLsBwWE3tgoHIbYx?yAQ6zMEND