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Home My WebLink About42240024 - WWC 24 - Truss DetailsDE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc. Job: 2005532-12T 73 truss design(s) 76585-W1 08/24/2020 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# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =4x6 3x5 5 4 1 2 3 W1 T1 B1 Scale = 1:24.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 Vert(LL)0.024-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=58/Mechanical,(min.0-1-8),4=28/Mechanical,(min.0-1-8), 5=173/0-6-0,(min.0-1-8) Max Horiz5=118(LC16) Max Uplift3=-94(LC16),4=-19(LC16) Max Grav3=100(LC23),4=53(LC7),5=235(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to2-11-4 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown; Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding94 lbupliftat joint3and19 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J01 11 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:06 Page: 1 ID:s3mKpodkCjTiAVhvM1Pdd7zoYRl-bk5c2siXSIE6Ze64RruzD2rw4?yr36B4pt6IlCylbM7 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =3x4 3x5 5 4 1 2 3 W1 T1 B1 Scale = 1:22.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.004-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(CT)0.004-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-8-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=20/Mechanical,(min.0-1-8),4=11/Mechanical,(min.0-1-8), 5=140/0-6-0,(min.0-1-8) Max Horiz5=76(LC13) Max Uplift3=-56(LC16),4=-23(LC16) Max Grav3=41(LC30),4=33(LC14),5=207(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding23 lbupliftat joint4and56 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J02 1 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:07 Page: 1 ID:LXs8ayr0yFk8KG3MQpkrMwzoYRT-bk5c2siXSIE6Ze64RruzD2ryY?_z36B4pt6IlCylbM7 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.14 12 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.48 Vert(LL)0.054-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.084-5>854240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.05 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:16 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=117/Mechanical,(min.0-1-8),4=53/Mechanical,(min. 0-1-8),5=193/0-10-7,(min.0-1-8) Max Horiz5=88(LC16) Max Uplift3=-106(LC12),4=-8(LC12),5=-101(LC30) Max Grav3=182(LC19),4=100(LC7),5=256(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding101 lbupliftatjoint5,106 lbupliftat joint3and8 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)19 lbdownand47 lbupat1-10-5,and83 lbdownand53 lbupat3-4-6 on top chord,and15lbdownand12 lbupat1-10-5,and26 lbdownand29 lbupat3-4-6onbottom chord.Thedesign/selectionof such connectiondevice(s) is the responsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:9=-5(F),10=1(B) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-7(F=22,B=22),6=-7(F=22,B=22)-to-7=-24(F=13,B=13),7=-24(F=13,B=13)-to-8=-43(F=4,B=4),8=-43(F=4,B=4)-to-3=-71 (F=-10,B=-10),5=0(F=10,B=10)-to-9=-9(F=6,B=6),9=-9(F=6,B=6)-to-10=-17(F=2,B=2),10=-17(F=2,B=2)-to-4=-28(F=-4,B=-4) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J03 1 12005532-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:07 Page: 1 ID:dqYUFl3uqZbqwUXebSJPGBzoVrw-3xf_FCj9DcMzAohG?YQCmGO50PIeoZRD2XrsIeylbM6 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 3x4 4 3 1 W1 T1 B1 Scale = 1:17.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)0.003-4>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT)0.003-4>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:5 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-9-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=40/Mechanical,(min.0-1-8),3=18/Mechanical,(min.0-1-8), 4=58/0-6-0,(min.0-1-8) Max Horiz4=45(LC13) Max Uplift2=-41(LC16),3=-5(LC13) Max Grav2=53(LC22),3=32(LC7),4=71(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding5lbupliftat joint3and41 lbupliftat joint2. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J04 1 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:07 Page: 1 ID:hUf1egv9nnNRQ1xKDNK03zzoYRO-3xf_FCj9DcMzAohG?YQCmGOASPLdoZRD2XrsIeylbM6 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =MT18HS5x12 5 4 1 2 3 W1 T1 B1 Scale = 1:27.3 Plate Offsets(X,Y):[5:0-8-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.70 Vert(LL)0.054-5>977360 MT18HS 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)0.044-5>999240 MT20 197/144 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.10 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=90/Mechanical,(min.0-1-8),4=44/Mechanical,(min.0-1-8), 5=214/0-6-0,(min.0-1-8) Max Horiz5=162(LC16) Max Uplift3=-129(LC16),4=-17(LC16) Max Grav3=158(LC23),4=77(LC7),5=273(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to4-2-4 zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding129 lbupliftatjoint3and17 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 ClayLot24 J05 21 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:07 Page: 1 ID:yJUEVb2u6yA0WCl3wmEoenzoVmm-3xf_FCj9DcMzAohG?YQCmGO2bPFWoZRD2XrsIeylbM6 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. MT18HS3x10 3x5 1.5x4 =4x4 7 65 1 2 3 W1 T1 T2 B1 W2 0-1-11 Scale = 1:36.6 Plate Offsets(X,Y):[7:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.61 Vert(LL)0.056-7>899360 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)0.056-7>999240 MT20 197/144 TCDL 10.0 RepStress Incr YES WB 0.04 Horz(CT)-0.12 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals,and2-0-0ocpurlins:3-4. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=66/Mechanical,(min.0-1-8),5=72/Mechanical,(min.0-1-8), 7=214/0-6-0,(min.0-1-8) Max Horiz7=144(LC16) Max Uplift4=-35(LC16),5=-84(LC16) Max Grav4=94(LC7),5=135(LC38),7=373(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-324/126 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to3-9-5,Exterior(2E)3-9-5to4-2-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C for membersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding35 lbupliftat joint4and84 lbupliftat joint5. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J06 1 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:08 Page: 1 ID:rdncUaWj9dzd32fM8lwiAozoVmA-X7DNTYjo_vUqoyGTZGxRJTwEhpcnX01NHBbPq5ylbM5 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 1.5x4 =4x4 7 6 5 1 2 3 W1 T1 T2 B1 W2 0-1-11 Scale = 1:31.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)0.056-7>998360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.27 Vert(CT)0.046-7>999240 TCDL 10.0 RepStress Incr YES WB 0.03 Horz(CT)-0.11 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:17 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals,and2-0-0ocpurlins:3-4. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=87/Mechanical,(min.0-1-8),5=60/Mechanical,(min.0-1-8), 7=217/0-6-0,(min.0-1-8) Max Horiz7=101(LC16) Max Uplift4=-45(LC13),5=-27(LC16),7=-28(LC16) Max Grav4=120(LC37),5=68(LC38),7=353(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-290/141 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to2-6-14,Exterior(2E)2-6-14 to4-2-4 zone;cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C for membersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding28 lbupliftat joint7,45 lbupliftatjoint4and27 lbupliftat joint5. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J07 1 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:08 Page: 1 ID:4Mq?NfdN1O5LfQr5A8aq2hzoVm1-X7DNTYjo_vUqoyGTZGxRJTwHipesX0DNHBbPq5ylbM5 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 =4x4 7 6 5 1 2 3 W1 T1 T2 B1 W2 0-1-11 Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.035-6>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)-0.035-6>999240 TCDL 10.0 RepStress Incr NO WB 0.02 Horz(CT)-0.06 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-3-0ocpurlins, exceptend verticals,and2-0-0ocpurlins:3-4. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=96/Mechanical,(min.0-1-8),5=48/Mechanical,(min.0-1-8), 7=201/0-6-0,(min.0-1-8) Max Horiz7=67(LC9) Max Uplift4=-80(LC9),5=-25(LC9),7=-120(LC12) Max Grav4=152(LC33),5=72(LC7),7=290(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding120 lbupliftatjoint7,80 lbupliftat joint4and25 lbupliftat joint5. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)72 lbdownand134lbupat1-4-8,and26 lbdownand41 lbupat3-5-12 on top chord,and24lbdownand42 lbupat1-4-8,and16 lbdownand11 lbupat3-5-12onbottom chord.Thedesign/selectionofsuchconnectiondevice(s)is the responsibilityofothers. 13)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-4=-61,5-7=-20 ConcentratedLoads(lb) Vert:3=28(B),6=4(B),9=-1(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J08 1 12005532-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:08 Page: 1 ID:OKvDFxxkNuqtDAg23X1NygzoVkK-X7DNTYjo_vUqoyGTZGxRJTwJ0pfvX0MNHBbPq5ylbM5 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.14 12 3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:23.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)0.004-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)0.004-5>999240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=-13/Mechanical,(min.0-1-8),4=-5/Mechanical,(min. 0-1-8),5=185/0-10-7,(min.0-1-8) Max Horiz5=72(LC11) Max Uplift3=-55(LC16),4=-15(LC18),5=-83(LC8) Max Grav3=29(LC8),4=26(LC7),5=297(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-272/91 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding83 lbupliftat joint5,55 lbupliftatjoint3and15 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-32(F=9,B=9),5=0(F=10,B=10)-to-4=-13(F=4,B=4) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J09 1 12005532-12T Jack-Open Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:09 Page: 1 ID:V0crGxUvJC2GgLnkqYMTQfzoVkw-?JnlgukQlDchQ6rf7zSgrhTRqD0IGTxWVrKyMXylbM4 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.004-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)0.004-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=32/Mechanical,(min.0-1-8),4=16/Mechanical,(min.0-1-8), 5=209/0-6-0,(min.0-1-8) Max Horiz5=71(LC13) Max Uplift3=-45(LC16),4=-2(LC16),5=-52(LC16) Max Grav3=48(LC23),4=41(LC7),5=304(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-270/209 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-7-12 to1-4-4, Interior(1)1-4-4 to2-5-12 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding52 lbupliftat joint5,45 lbupliftatjoint3and2 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J10 2 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:09 Page: 1 ID:8nHXfQD6VSGO1y5WYwyJX0zoVlG-?JnlgukQlDchQ6rf7zSgrhTUSD0YGTxWVrKyMXylbM4 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.014-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=42/Mechanical,(min.0-1-8),4=20/Mechanical,(min.0-1-8), 5=198/0-4-0,(min.0-1-8) Max Horiz5=70(LC13) Max Uplift3=-50(LC16),4=-24(LC13),5=-47(LC16) Max Grav3=63(LC23),4=45(LC7),5=287(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-255/188 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to2-7-12 zone; cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding47 lbupliftat joint5,50 lbupliftatjoint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J11 4 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:09 Page: 1 ID:lNppZuqXAJ1WUOm4rMrVQ3zoVjB-?JnlgukQlDchQ6rf7zSgrhTUUD?BGTxWVrKyMXylbM4 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.24 12 3x4 3x4 5 4 1 2 W1 T1 B1 Scale = 1:19.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)0.014-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:12 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=30/Mechanical,(min.0-1-8),4=11/Mechanical,(min.0-1-8), 5=190/0-5-5,(min.0-1-8) Max Horiz5=71(LC11) Max Uplift3=-57(LC10),4=-24(LC11),5=-164(LC8) Max Grav3=58(LC19),4=49(LC7),5=305(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-281/128 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding164 lbupliftatjoint5,57 lbupliftat joint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-47(F=2,B=2),5=0(F=10,B=10)-to-4=-19(F=1,B=1) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J12 1 12005532-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:09 Page: 1 ID:aoiVOm6ymNwFlx0UhhlurwzoViq-?JnlgukQlDchQ6rf7zSgrhTRjD??GTxWVrKyMXylbM4 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.014-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-10-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=46/Mechanical,(min.0-1-8),4=21/Mechanical,(min.0-1-8), 5=201/0-4-0,(min.0-1-8) Max Horiz5=72(LC13) Max Uplift3=-53(LC16),4=-24(LC13),5=-47(LC16) Max Grav3=69(LC23),4=47(LC7),5=292(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-260/189 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to2-9-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding47 lbupliftat joint5,53 lbupliftatjoint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J13 4 12005532-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:10 Page: 1 ID:2FoJAvKFWvBiviOykT46ajzoViY-TWL7uEl2WXkY1GPrggzvOu?f9cLF?wBgkV4WuzylbM3 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.24 12 3x4 3x4 5 4 1 2 W1 T1 B1 Scale = 1:19.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)0.024-5>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(CT)0.014-5>999240 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=37/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8), 5=193/0-5-5,(min.0-1-8) Max Horiz5=72(LC11) Max Uplift3=-57(LC10),4=-24(LC11),5=-164(LC8) Max Grav3=70(LC19),4=53(LC7),5=294(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-272/128 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding164 lbupliftatjoint5,57 lbupliftat joint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-49(F=1,B=1),5=0(F=10,B=10)-to-4=-19(F=0,B=0) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 J14 1 12005532-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:10 Page: 1 ID:?vSV9PYA2la?hcLcLywarjzoViF-TWL7uEl2WXkY1GPrggzvOu?d7cLC?wBgkV4WuzylbM3 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 71 8 2 6 4 53 T1 T2 T1 B1 ST1 0-1-15 Scale =1:24.5 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.0013n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:23 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings8-6-6. (lb)-MaxHoriz2=18(LC20),9=18(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,8,9,13 Max GravAllreactions250(lb)or lessat joint(s)2,6,9,13except8=415 (LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-257/211,5-6=-257/211 WEBS 4-8=-319/243 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-4-3 to2-5-12, Corner(3R)2-5-12 to5-2-12,Exterior(2N)5-2-12 to7-11-12, Corner(3E)7-11-12 to10-1-5 zone;cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;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. 14)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 P01 1 12005532-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:10 Page: 1 ID:G9LRR3KRtQZNHzxpqG2VADzoVef-TWL7uEl2WXkY1GPrggzvOu?h4cLP?v0gkV4WuzylbM3 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 900.00lb 0.00 lb/ft to20.00lb/ft =3x4 3x6 3x5 =4x4 1.5x4 3x6 3x5 =3x4 71 10 9 8 2 6 3 5 4 T1 T1 B1 ST2 ST1 ST1 Scale=1:24.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr NO WB 0.32 Horz(CT)0.006n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:27 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings8-6-6. (lb)-Max Horiz2=45(LC16),11=45(LC16) Max UpliftAlluplift100(lb)or lessatjoint(s)2,6,10,11,15except 8=-372(LC17) Max GravAllreactions250(lb)or lessatjoint(s)2,6,9,11,15except 8=1220(LC2),10=255(LC23) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 5-8=-1153/1022 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Corner(3E)0-4-3 to3-2-12,Exterior(2N)3-2-12 to5-2-12, Corner(3R)5-2-12 to8-2-12,Exterior(2N)8-2-12 to10-1-5 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snowloadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Gablerequirescontinuousbottom chordbearing. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,6,10,2,6except(jt=lb)8=372. 11)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1017 lbdownand822 lbupat7-4-12on top chord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-5=-51,11-15=-20 ConcentratedLoads(lb) Vert:5=-900 TrapezoidalLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 P02 12 12005532-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:10 Page: 1 ID:uJrZPfqf4JxzPvSzZDqQ84zoVgb-TWL7uEl2WXkY1GPrggzvOu?iacNY?sGgkV4WuzylbM3 Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Vert:5=-50-to-16=-61,16=-61-to-6=-65,6=-65-to-19=-67,19=-67-to-7=-69 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 P02 12 12005532-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:10 Page: 2 ID:uJrZPfqf4JxzPvSzZDqQ84zoVgb-TWL7uEl2WXkY1GPrggzvOu?iacNY?sGgkV4WuzylbM3 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 =4x4 71 8 2 6 43 5 T1 T2 T1 B1 ST1 0-1-15 Scale = 1:25.6 Plate Offsets(X,Y):[2:0-2-0,Edge], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.00 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:25 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings8-6-6. (lb)-Max Horiz2=-39(LC21),9=-39(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)2,6,8,9,13 Max GravAllreactions250(lb)or lessat joint(s)except2=303(LC41), 6=303(LC41),8=366(LC41),9=303(LC41),13=303(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to4-9-4,Corner(3E)4-9-4 to5-8-4, Corner(3R)5-8-4 to8-11-7,Exterior(2N)8-11-7 to10-1-5zone; cantileverleftandright exposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,6,8,2,6. 12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. 14)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 P03 1 12005532-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:11 Page: 1 ID:vw07pX3e3foVeaFaXefLHazoVf?-xivV5amgHqsPfQ_2EOU8w6Yr00dIkNjpz9p3RPylbM2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1012 6x8 6x8 10 9 8 71 62 53 4 T1 T1 W1 W1 B1 B1 W3 W2W2 Scale = 1:49 Plate Offsets(X,Y):[2:0-1-13,0-2-0], [6:0-1-13,0-2-0],[9:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.84 Vert(LL)-0.179-10>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.67 Vert(CT)-0.369-10>652240 TCDL 10.0 RepStress Incr YES WB 0.22 Horz(CT)0.02 8n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:86 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=751/0-6-0,(min.0-1-8),10=751/0-6-0,(min.0-1-8) Max Horiz10=-298(LC14) Max Uplift8=-168(LC17),10=-168(LC16) Max Grav8=852(LC2),10=852(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-815/209,3-11=-605/208,11-12=-551/212,4-12=-546/231,4-13=-546/231,13-14=-551/212,5-14=-605/208, 5-6=-815/209,2-10=-744/243,6-8=-744/243 BOT CHORD 9-10=-146/614,8-9=-46/505 WEBS 4-9=-147/437,5-9=-198/252,3-9=-198/251 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to9-11-0,Exterior(2R)9-11-0 to12-11-0, Interior(1)12-11-0 to20-10-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding168 lbupliftatjoint10and168lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T01 2 12005532-12T Common Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:11 Page: 1 ID:KsKOHd8rLit?B6zUh7E_r8zoVdd-xivV5amgHqsPfQ_2EOU8w6YhO0ZGkKxpz9p3RPylbM2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 24 14 131 2 12 3 11 25 29 26 4 10 5 9 6 8 7 W1 T1 T1 W1 B1 B1 ST4 ST4 ST5 ST5 ST6 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:48.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.34 Horz(CT)0.0114n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:117 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing,Except: 10-0-0ocbracing:18-20. JOINTS 1Braceat Jt(s):25,26 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings19-10-0. (lb)-Max Horiz24=-296(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)16,22except14=-115(LC 13),15=-274(LC17),17=-158(LC17),21=-157(LC16), 23=-278(LC16),24=-129(LC12) Max GravAllreactions250(lb)or lessat joint(s)15,16,17,21,22except 14=275(LC30),18=303(LC24),20=303(LC23),23=254(LC 14),24=286(LC31) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-1-0-12 to1-11-0,Exterior(2N)1-11-0 to9-11-0, Corner(3R)9-11-0 to12-11-0,Exterior(2N)12-11-0 to20-10-12zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat3-9-8oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)22,16except(jt=lb)24=129,14=114,21=157,23=277, 17=158,15=273. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand10012 from leftendand10012 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideat leastone tieplate betweeneachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T01GE 1 12005532-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:12 Page: 1 ID:PAUvY3ADnJ2ALwpnXPFNfZzoVb?-PuTtJwmI28_FHZZEo5?NTJ5?VQ1HTlRzCpZdzsylbM1 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1012 6x8 6x8 9 8 7 1 2 6 3 5 4 T1 T2 W1 W1 B1 B1 W3 W2W2 Scale = 1:49 Plate Offsets(X,Y):[2:0-1-13,0-2-0], [6:0-1-13,0-2-0],[8:0-4-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.83 Vert(LL)-0.188-9>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.65 Vert(CT)-0.388-9>607240 TCDL 10.0 RepStress Incr YES WB 0.22 Horz(CT)0.02 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:84 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=684/0-6-0,(min.0-1-8),9=754/0-6-0,(min.0-1-8) Max Horiz9=288(LC13) Max Uplift7=-134(LC17),9=-167(LC16) Max Grav7=772(LC2),9=855(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-815/208,3-10=-606/207,10-11=-551/211,4-11=-546/230,4-12=-546/229,12-13=-551/210,5-13=-606/206, 5-6=-816/207,2-9=-744/242,6-7=-655/183 BOT CHORD 8-9=-165/600,7-8=-105/516 WEBS 4-8=-145/436,5-8=-212/252,3-8=-199/252 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to9-11-0,Exterior(2R)9-11-0 to12-11-0, Interior(1)12-11-0 to19-7-4zone; cantileverleftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding167 lbupliftatjoint9and134 lbupliftat joint7. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T02 8 12005532-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:12 Page: 1 ID:QGbcpJ_tmCcWVN0rWhTKPvzoVZx-PuTtJwmI28_FHZZEo5?NTJ5tEQvlTnDzCpZdzsylbM1 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 8 7 6 1 2 3 5 4 W1 T1 T2 W5 B1 W3W4 W2 Scale = 1:52.3 Plate Offsets(X,Y):[2:0-1-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)-0.207-8>636360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.63 Vert(CT)-0.407-8>320240 TCDL 10.0 RepStress Incr YES WB 0.33 Horz(CT)0.00 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:70 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x6SPF No.2,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 5-6,4-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=372/Mechanical,(min.0-1-8),8=446/0-6-0,(min.0-1-8) Max Horiz8=344(LC16) Max Uplift6=-257(LC16) Max Grav6=464(LC30),8=507(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-412/101,2-9=-373/0,3-9=-276/0,5-6=-646/249 BOT CHORD 7-8=-250/256 WEBS 5-7=-246/587,3-7=-278/323 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to9-11-0,Exterior(2E)9-11-0 to10-10-4 zone; cantilever leftexposed;endvertical leftexposed;C-C formembersand forces &MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding257 lbupliftatjoint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T03 5 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:12 Page: 1 ID:V2hGx8cwCNVWazGcMqtlrAzoVXr-PuTtJwmI28_FHZZEo5?NTJ5__Qw2TlUzCpZdzsylbM1 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 6 5 1 2 3 4 W1 T1 W4 B1 W2 W3 Scale = 1:49.9 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [4:0-2-0,0-1-1] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)-0.045-6>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.075-6>999240 TCDL 10.0 RepStress Incr YES WB 0.41 Horz(CT)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:57 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W3:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-5 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=376/0-6-0,(min.0-1-8),7=444/0-6-0,(min.0-1-8) Max Horiz7=398(LC16) Max Uplift5=-319(LC16) Max Grav5=488(LC30),7=505(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-436/45,2-8=-408/0,3-8=-320/0 BOT CHORD 6-7=-245/277,5-6=-245/277 WEBS 3-5=-393/352 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to10-10-4 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding319 lbupliftatjoint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T04 1 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:12 Page: 1 ID:wKegFIiRSXIzrY_s?fTJMfzoVV8-PuTtJwmI28_FHZZEo5?NTJ5xlQ?sTkFzCpZdzsylbM1 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 6 5 1 2 3 4 W1 T1 W4 B1 W2 W3 Scale = 1:49.9 Plate Offsets(X,Y):[2:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)-0.045-6>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)-0.075-6>999240 TCDL 10.0 RepStress Incr YES WB 0.41 Horz(CT)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:58 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W3:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-5 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=376/0-6-0,(min.0-1-8),7=444/0-6-0,(min.0-1-8) Max Horiz7=398(LC16) Max Uplift5=-319(LC16) Max Grav5=488(LC30),7=505(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-436/46,2-8=-407/0,3-8=-320/0 BOT CHORD 6-7=-245/276,5-6=-245/276 WEBS 3-5=-394/352 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to10-10-4 zone; cantilever leftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding319 lbupliftatjoint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T05 2 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:13 Page: 1 ID:igizdTQSZfjbQd?ByZ19F5zoVUD-u51GWGnwpS76vj8QMpWc0Xd6UqL6CBU6QTIAVIylbM0 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4x8 4x8 10 9 8 71 62 53 4 T1 T1 W1 W1 B1 B1 W3 W2W2 Scale = 1:43.1 Plate Offsets(X,Y):[2:0-1-5,0-1-8], [6:0-1-5,0-1-8], [9:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.67 Vert(LL)-0.099-10>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.199-10>999240 TCDL 10.0 RepStress Incr YES WB 0.15 Horz(CT)0.01 8n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:73 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=639/0-6-0,(min.0-1-8),10=639/0-6-0,(min.0-1-8) Max Horiz10=-263(LC14) Max Uplift8=-145(LC17),10=-145(LC16) Max Grav8=726(LC2),10=726(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-658/185,3-11=-486/183,11-12=-459/187,4-12=-441/206,4-13=-441/206,13-14=-459/187,5-14=-486/182, 5-6=-658/185,2-10=-631/226,6-8=-631/226 BOT CHORD 9-10=-121/494,8-9=-37/395 WEBS 4-9=-132/342 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-0-12 to1-11-4, Interior(1)1-11-4 to8-4-0,Exterior(2R)8-4-0 to11-4-0, Interior(1)11-4-0 to17-8-12 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding145 lbupliftatjoint10and145lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T06 1 12005532-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:13 Page: 1 ID:Elg0_xcUoakJK4DGuwJvuTzoVTz-u51GWGnwpS76vj8QMpWc0Xd4RqJBCFd6QTIAVIylbM0 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 24 14 131 122 113 104 95 86 7 W1 T1 T1 W1 B1 B2 ST4 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:43 Plate Offsets(X,Y):[7:0-3-5,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.18 Horz(CT)0.0014n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:90 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings16-8-0. (lb)-Max Horiz24=-260(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)16,21except14=-152(LC 13),15=-227(LC17),17=-150(LC17),20=-150(LC16), 23=-233(LC16),24=-173(LC12) Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,21,24except23=256(LC14) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 5-6=-138/302,8-9=-138/302 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-1-0-12 to1-11-4,Exterior(2N)1-11-4 to8-4-0, Corner(3R)8-4-0 to11-4-0,Exterior(2N)11-4-0 to17-8-12 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)21,16except(jt=lb)24=173,14=152,20=149,23=233, 17=150,15=227. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand10012 from leftendand10012 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideat leastone tieplate betweeneachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T06GE 1 12005532-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:13 Page: 1 ID:7tYggNhJrwyhWlXNc6Qn?EzoVSa-u51GWGnwpS76vj8QMpWc0XdBJqOKCF96QTIAVIylbM0 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4x8 4x8 9 8 7 6 51 2 4 3 T1 T2 W1 W1 B1 B1 W3 W2W2 Scale = 1:43.1 Plate Offsets(X,Y):[1:0-1-5,0-1-8], [5:0-1-5,0-1-8], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.67 Vert(LL)-0.107-8>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.207-8>956240 TCDL 10.0 RepStress Incr YES WB 0.14 Horz(CT)0.01 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2,W1:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=642/0-6-0,(min.0-1-8),9=571/0-6-0,(min.0-1-8) Max Horiz9=-253(LC12) Max Uplift7=-144(LC17),9=-111(LC16) Max Grav7=729(LC2),9=645(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-660/183,2-10=-487/180,10-11=-460/185,3-11=-442/204,3-12=-442/205,12-13=-460/186,4-13=-487/181, 4-5=-659/184,1-9=-543/164,5-7=-632/225 BOT CHORD 8-9=-119/504,7-8=-36/396 WEBS 3-8=-129/340 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-2-12 to3-2-12, Interior(1)3-2-12 to8-4-0,Exterior(2R)8-4-0 to11-4-0, Interior(1)11-4-0 to17-8-12 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding111 lbupliftat joint9and144lbupliftat 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 ClayLot24 T07 4 12005532-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:13 Page: 1 ID:n?sUuvSq?HulaRrUor2Y2WzoVRb-u51GWGnwpS76vj8QMpWc0Xd4WqIoCFg6QTIAVIylbM0 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6x8 6x8 12 11 10 9 8 7 6 1 5 2 4 3 T1 T2 W1 W1 B1 B2 W5 W4 W3W4W3 W2 W2 Scale =1:43.1 Plate Offsets(X,Y):[8:0-3-8,0-4-12], [11:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.50 Vert(LL)-0.098-9>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.50 Vert(CT)-0.168-9>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.93 Horz(CT)0.027n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:219 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W5,W2:2x4SPF No.2,W1:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-1-2ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)7=7038/0-6-0,(min.0-2-15),12=7761/0-6-0,(min.0-3-4) MaxHoriz12=-249(LC10) MaxUplift7=-2363(LC13),12=-1780(LC12) MaxGrav7=7076(LC20),12=7801(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-7949/1888,2-13=-6193/1696,3-13=-6191/1721,3-14=-6187/1719,4-14=-6189/1693,4-5=-8038/2685, 1-12=-6668/1585,5-7=-6926/2311 BOTCHORD 12-15=-355/809,11-15=-355/809,11-16=-1433/6046,10-16=-1433/6046,9-10=-1433/6046,9-17=-1962/6105, 8-17=-1962/6105,7-8=-164/381 WEBS 3-9=-2074/7550,4-9=-2308/1372,4-8=-1575/2824,2-9=-2076/437,2-11=-341/2500,1-11=-1266/5511,5-8=-1900/5962 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-6-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-3-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1780 lbupliftat joint12and2363 lbupliftat joint7. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)2027lbdownand372 lbupat2-2-12,2058 lbdownand385 lbupat 4-2-12,1981lbdownand354lbupat6-2-12,1933 lbdownand318 lbupat8-2-12,and1933 lbdownand361 lbupat10-2-12,and3870lbdownand2098lbupat 12-3-8onbottomchord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T08 1 22005532-12T CommonGirder JobReference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriAug2115:48:13 Page: 1 ID:yGDO198VQw02begO6Ta4YmzoTiy-u51GWGnwpS76vj8QMpWc0Xd78qIKC3S6QTIAVIylbM0 Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. UniformLoads(lb/ft) Vert:1-3=-51,3-5=-51,5-6=-51,7-12=-20 ConcentratedLoads(lb) Vert:9=-1914(F),8=-3697(F),11=-2058(F),15=-2027(F),16=-1981(F),17=-1909(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T08 1 22005532-12T CommonGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:13 Page: 2 ID:yGDO198VQw02begO6Ta4YmzoTiy-u51GWGnwpS76vj8QMpWc0Xd78qIKC3S6QTIAVIylbM0 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x6 5x6 =6x6 =6x6 14 13 12 11 10 9 8 1 3 4 5 6 72 T1 T2 T3 W5 W1 B1 B2 W3 W4 W5 W6 W5 W6 W5 W4 W2 0-1-15 Scale=1:51.7 PlateOffsets(X,Y):[1:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.87 Vert(LL)0.2510-12>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(CT)-0.3310-12>989240 TCDL 10.0 RepStress Incr NO WB 0.92 Horz(CT)0.098n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:115 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-4-13ocpurlins, exceptend verticals,and2-0-0ocpurlins(2-6-11max.):2-7. BOT CHORD Rigid ceilingdirectlyappliedor4-5-12ocbracing. WEBS 1Rowatmidpt 6-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1410/0-6-0,(min.0-2-8),14=1362/0-6-0,(min.0-2-3) Max Horiz14=88(LC12) Max Uplift8=-877(LC9),14=-735(LC9) Max Grav8=1583(LC32),14=1384(LC32) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-2113/1185,2-15=-3020/1744,15-16=-3021/1745,3-16=-3024/1745,3-17=-3021/1743,17-18=-3021/1743, 18-19=-3021/1743,19-20=-3021/1743,4-20=-3021/1743,4-21=-2120/1213,5-21=-2120/1213,5-6=-2120/1213, 1-14=-1335/756 BOTCHORD 13-24=-1095/1876,24-25=-1095/1876,12-25=-1095/1876,12-26=-1749/3050,11-26=-1749/3050,11-27=-1749/3050, 10-27=-1749/3050,10-28=-1749/3050,28-29=-1749/3050,9-29=-1749/3050,9-30=-1213/2120,30-31=-1213/2120, 8-31=-1213/2120 WEBS 2-12=-789/1381,3-12=-584/393,4-9=-1104/636,6-9=-363/772,6-8=-2452/1403,1-13=-1036/1873 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;cantilever left exposed ; endvertical leftexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding877 lbupliftat joint8and735lbupliftat joint14. 8)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)224 lbdownand199 lbupat5-3-0,110 lbdownand88 lbupat7-2-12, 110 lbdownand88 lbupat9-2-12,110lbdownand88 lbupat11-2-12,110lbdownand88 lbupat13-2-12,110 lbdownand88 lbupat15-2-12,110 lbdownand88 lb upat17-2-12,110 lbdownand88 lbupat19-2-12,110 lbdownand88 lbupat21-2-12,and110 lbdownand88 lbupat23-2-12,and110 lbdownand88 lbupat25-2-12 on top chord,and82 lbdownand58 lbupat5-3-0,33lbdownand29 lbupat7-2-12,33 lbdownand29 lbupat9-2-12,33 lbdownand29 lbupat11-2-12,33 lbdown and29 lbupat13-2-12,33lbdownand29 lbupat15-2-12,33 lbdownand29 lbupat17-2-12,33lbdownand29 lbupat19-2-12,33 lbdownand29 lbupat21-2-12, and33 lbdownand29 lbupat23-2-12,and33 lbdownand29 lbupat25-2-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityof others. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T09 1 12005532-12T HalfHip Girder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:14 Page: 1 ID:0GykvczotUJfE2dlpNJeIbzoVQw-MHaekcoYZlFzWtjdvW2rYkAC8EYnxWqFf72j1kylbM? Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-7=-61,8-14=-20 ConcentratedLoads(lb) Vert:2=-118(B),5=-39(B),11=-11(B),13=-32(B),9=-11(B),6=-39(B),15=-39(B),16=-39(B),17=-39(B),19=-39(B),20=-39(B),21=-39(B),22=-39(B), 23=-39(B),24=-11(B),25=-11(B),26=-11(B),27=-11(B),28=-11(B),29=-11(B),30=-11(B),31=-11(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T09 1 12005532-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:14 Page: 2 ID:0GykvczotUJfE2dlpNJeIbzoVQw-MHaekcoYZlFzWtjdvW2rYkAC8EYnxWqFf72j1kylbM? DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 13 12 11 10 9 8 1 2 4 5 6 73 T1 T2 T3 W6 W1 B1 B2 W3 W4 W5 W5 W2 W6 W5 W6 0-1-15 Scale =1:51.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.62 Vert(LL)-0.1312-13>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.59 Vert(CT)-0.2712-13>999240 TCDL 10.0 RepStress Incr YES WB 0.81 Horz(CT)0.058n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:124 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-7-1ocpurlins, exceptend verticals,and2-0-0ocpurlins(3-6-8max.):3-7. BOT CHORD Rigid ceilingdirectlyappliedor8-7-1ocbracing. WEBS 1Rowatmidpt 7-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1073/0-6-0,(min.0-2-2),13=1015/0-6-0,(min.0-1-11) MaxHoriz13=217(LC15) MaxUplift8=-300(LC13),13=-176(LC16) Max Grav8=1367(LC36),13=1076(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1545/322,3-16=-1764/365,4-16=-1767/364,4-17=-1325/297,5-17=-1325/297,5-6=-1325/297,6-18=-1325/297, 7-18=-1325/297,7-8=-1309/321 BOTCHORD 12-13=-459/1213,11-12=-375/1374,10-11=-375/1374,9-10=-451/1764 WEBS 3-12=-12/251,3-10=-170/513,7-9=-374/1688,2-13=-1374/303,4-9=-569/147,5-9=-581/220 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to8-7-0,Exterior(2R)8-7-0to12-9-15, Interior(1)12-9-15 to27-0-4 zone; cantileverleftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding300 lbupliftatjoint8and176 lbupliftat joint13. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T10 1 12005532-12T HalfHip Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:15 Page: 1 ID:blTKdLH61t98xlrAg8i7jfzoVLM-qT80xxpBK3Nq81IpTEZ45yjRqdxRg?pPunnHaBylbM_ DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 10 98 7 6 1 2 4 53 T1 T2 W7 W1 B1 B2 W5 W6 W7 W6 W4W3 W2 0-1-15 Scale =1:51.7 Plate Offsets(X,Y):[1:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.83 Vert(LL)-0.096-7>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.196-7>999240 TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.036n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:127 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-15ocpurlins, exceptend verticals,and2-0-0ocpurlins(5-4-1max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor8-4-10ocbracing. WEBS 1Rowatmidpt 5-6,3-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=1060/0-6-0,(min.0-2-0),11=994/0-6-0,(min.0-1-14) MaxHoriz11=289(LC15) MaxUplift6=-295(LC13),11=-206(LC16) Max Grav6=1294(LC36),11=1197(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-12=-1619/279,12-13=-1502/282,2-13=-1413/294,2-14=-1276/293,3-14=-1192/316,3-15=-1091/293, 15-16=-1094/293,4-16=-1094/293,4-17=-1091/292,5-17=-1091/292,5-6=-1225/322,1-11=-1145/233 BOTCHORD 10-11=-378/346,9-10=-497/1381,8-9=-373/1092,7-8=-373/1092 WEBS 3-9=-47/402,3-7=-342/110,4-7=-787/295,5-7=-338/1430,2-9=-458/207,1-10=-170/1234 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to11-11-0,Exterior(2R)11-11-0 to16-1-15, Interior(1)16-1-15 to27-0-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding295 lbupliftatjoint6and206 lbupliftat joint11. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T11 1 12005532-12T HalfHip Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:15 Page: 1 ID:86yoZdgpG0JSPqsV6ZosZdzoVKr-qT80xxpBK3Nq81IpTEZ45yjOWdy0g0bPunnHaBylbM_ DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 11 109 8 7 1 2 3 5 64 T2 T1 T3 W7 W1 B1 B2 W5 W6 W8W7 W4W3 W2 0-1-15 Scale = 1:51.8 Plate Offsets(X,Y):[1:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)-0.0810-11>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.1810-11>999240 TCDL 10.0 RepStress Incr YES WB 0.56 Horz(CT)0.03 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:139 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W3,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor8-1-8ocbracing. WEBS 1 Rowatmidpt 6-7,4-8,5-8,2-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=1043/0-6-0,(min.0-1-14),12=977/0-6-0,(min.0-1-14) Max Horiz12=361(LC13) Max Uplift7=-288(LC13),12=-226(LC16) Max Grav7=1197(LC36),12=1179(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-13=-1735/295,13-14=-1659/296,2-14=-1526/315,2-15=-1148/268,3-15=-1032/269,3-16=-1015/279,4-16=-977/297, 4-17=-654/264,5-17=-657/263,5-18=-654/262,18-19=-654/262,6-19=-654/262,6-7=-1143/302,1-12=-1111/256 BOT CHORD 11-12=-476/459,10-11=-523/1479,9-10=-349/871,8-9=-349/871 WEBS 4-10=-81/525,4-8=-581/177,6-8=-288/1138,5-8=-610/233,2-10=-712/281,1-11=-146/1301 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to15-3-0,Exterior(2R)15-3-0 to19-5-15, Interior(1)19-5-15 to27-0-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS 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)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding288 lbupliftatjoint7and226 lbupliftat joint12. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T12 1 12005532-12T HalfHip Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:16 Page: 1 ID:9?fnXJ7SEaJaA6TNa3RmujzoVJ_-IgiO8Hpp5NVhmBt?1x4Jd9FX91IHPWxY6RXq5dylbLz DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 10 1 2 9 3 84 65 7 T2 T1 T3 T4 W1 W14 B1 B3B2 W7 W7 W3 W2 W4 W5 W6 W8 W9 W8 W12 W13 W10 W11 0-1-15 Scale=1:74.5 PlateOffsets(X,Y):[1:0-3-0,0-1-8], [7:0-6-0,0-0-15], [9:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.85 Vert(LL)-0.0717-18>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(CT)-0.1417-18>999240 TCDL 10.0 RepStress Incr NO WB 0.70 Horz(CT)0.0312n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:249 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2*Except*B3:2x6SPFNo.2 WEBS 2x4SPFNo.2*Except*W1,W14,W3,W2,W4,W5:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):5-7. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 7-13,3-15,5-14,6-14,7-12,8-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings0-6-0. (lb)-Max Horiz19=254(LC12) Max UpliftAlluplift100(lb)or lessatjoint(s)except10=-250(LC51), 11=-491(LC13),12=-551(LC12),19=-235(LC57) Max GravAllreactions250(lb)or lessatjoint(s)10except11=906(LC 46),12=2357(LC2),19=1144(LC36) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1675/331,2-20=-1433/286,20-21=-1420/288,3-21=-1228/313,3-4=-878/225,4-5=-766/249,5-22=-422/175, 6-22=-423/174,6-23=-423/174,7-23=-422/175,7-8=-76/613,8-24=-85/462,9-24=-98/328,1-19=-1083/260,9-10=-77/300 BOTCHORD 18-19=-302/177,17-18=-479/1444,16-17=-328/1191,15-16=-328/1191,14-15=-141/682,13-14=-418/159, 12-13=-285/128,12-25=-297/111,11-25=-297/111 WEBS 5-15=-167/738,7-13=-694/260,1-18=-180/1339,2-17=-305/186,3-17=-44/370,3-15=-810/299,5-14=-860/242, 6-14=-629/235,7-14=-284/1328,9-11=-380/140,7-12=-922/300,8-12=-473/169 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0;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 snow loadshavebeenconsideredfor thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of trusstobearingplate capableofwithstanding235 lbupliftat joint19,249 lbupliftat joint10,490 lbupliftatjoint11and551 lb upliftat joint12. 8)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalongthetopand/orbottom chord. 10)Hanger(s)orother connectiondevice(s) shallbeprovidedsufficient to support concentrated load(s)444 lbdownand267 lbupat33-2-12,and444 lbdownand267 lbupat 35-2-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T13 1 12005532-12T Hip Girder JobReference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:16 Page: 1 ID:xRqoBlf6KbJYvdgnWECYXVzoVH?-IgiO8Hpp5NVhmBt?1x4Jd9FYt1JXPUhY6RXq5dylbLz Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. UniformLoads(lb/ft) Vert:1-5=-51,5-7=-61,7-9=-51,10-19=-20 ConcentratedLoads(lb) Vert:11=-354(B),25=-354(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T13 1 12005532-12T HipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:16 Page: 2 ID:xRqoBlf6KbJYvdgnWECYXVzoVH?-IgiO8Hpp5NVhmBt?1x4Jd9FYt1JXPUhY6RXq5dylbLz DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1413 12 11 10 1 2 9 83 4 5 6 7 T2 T1 T3 T4 W1 W13 B1 B1B2 W6 W7W8 W9 W8W7 W10 W11 W12W3 W2 W4 W5 Scale =1:71.5 Plate Offsets(X,Y):[1:Edge,0-1-12], [5:0-4-0,0-2-8], [7:0-3-8,0-2-4], [10:Edge,0-1-8], [18:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.1415-17>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.2915-17>999240 TCDL 10.0 RepStress Incr YES WB 0.95 Horz(CT)0.0910n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:233lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W11,W1,W13,W12,W3,W2,W4:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-1-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-4-0max.):5-7. BOT CHORD Rigid ceilingdirectlyappliedor7-9-1ocbracing. WEBS 1 Rowatmidpt 3-15,5-14,6-14,7-12,8-11,9-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduringtrusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1544/0-6-0,(min.0-2-15),19=1526/0-6-0,(min.0-2-12) Max Horiz19=278(LC13) Max Uplift10=-265(LC17),19=-332(LC16) Max Grav10=1856(LC40),19=1746(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-20=-2680/492,2-20=-2551/508,2-21=-2584/520,21-22=-2377/543,3-22=-2376/546,3-23=-2052/502,4-23=-2031/505, 4-5=-1908/531,5-24=-1606/512,24-25=-1606/512,6-25=-1606/512,6-26=-1606/512,26-27=-1606/512,7-27=-1606/512, 7-28=-1561/466,8-28=-1713/437,8-29=-1231/340,29-30=-1247/336,30-31=-1392/333,9-31=-1407/317, 1-19=-1680/362,9-10=-1812/377 BOTCHORD 18-19=-285/296,17-18=-580/2347,16-17=-509/2211,15-16=-509/2211,14-15=-367/1695,13-14=-294/1396, 12-13=-294/1396,11-12=-274/1199 WEBS 3-15=-778/306,5-15=-169/716,5-14=-265/159,6-14=-521/192,7-14=-176/646,8-12=-112/461,8-11=-937/277, 9-11=-307/1594,2-18=-253/125,1-18=-340/2216,3-17=-33/334 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to4-4-6, Interior(1)4-4-6 to19-5-4,Exterior(2R)19-5-4 to25-4-13, Interior(1)25-4-13 to29-10-12,Exterior(2R)29-10-12 to35-10-5, Interior(1)35-10-5 to42-0-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=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 surfaces withslopes less than0.500/12inaccordance withIBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding332 lbupliftat joint19and265lbupliftat joint10. 8)This truss isdesignedinaccordance withthe2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottomchord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T14 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.FriAug2115:48:16 Page: 1 ID:klhopseQPAIeQRU3wudEVNzoVD9-IgiO8Hpp5NVhmBt?1x4Jd9FYy1GmPQnY6RXq5dylbLz DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 16 1514 13 12 11222120191817 1 2 10 3 9 4 5 6 7 8 T2 T1 T3 T4 W1 W21 B1 B6 B7 B2 B3 B4 B5W10W11 W14 W16W17 W18 W19 W20 W15 W13 W5 W9 W6 W7 W8 W4 W12 W3W2 Scale=1:71.5 Plate Offsets(X,Y):[4:0-3-4,0-3-4], [5:0-3-0,0-2-0], [8:0-3-8,0-2-4], [11:Edge,0-1-8], [17:0-3-0,0-4-12], [22:0-6-0,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.84 Vert(LL)-0.1818-19>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.3318-19>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT)0.1611n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:290lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud,B3,B4:2x6SPF No.2 WEBS 2x4SPF No.2*Except* W19,W21,W20,W13,W5,W6,W7,W8,W2,W4:2x4SPFStud,W1:2x6 SPFNo.2 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-2-1max.):5-8. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing,Except: 8-10-3ocbracing:20-22 8-10-14ocbracing:19-20. 1 Rowatmidpt6-17 WEBS 1 Rowatmidpt 5-17,8-13,9-12,10-11,7-15,4-18 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1539/0-6-0,(min.0-2-14),24=1519/0-6-0,(min.0-2-12) Max Horiz24=262(LC16) Max Uplift11=-261(LC17),24=-328(LC16) Max Grav11=1850(LC40),24=1740(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexceptwhenshown. TOP CHORD 1-2=-3511/797,2-25=-3583/887,25-26=-3572/899,3-26=-3457/911,3-27=-2779/583,27-28=-2614/600,4-28=-2606/603, 4-5=-2216/565,5-6=-1835/539,6-29=-1829/540,29-30=-1829/540,7-30=-1829/540,7-31=-1559/490,8-31=-1559/490, 8-32=-1555/449,9-32=-1706/421,9-33=-1227/298,33-34=-1243/294,34-35=-1388/284,10-35=-1403/275, 1-24=-1668/409,10-11=-1807/375 BOT CHORD 2-22=-264/197,21-22=-696/2878,20-21=-696/2878,19-20=-696/2878,18-19=-505/2417,17-18=-325/1864, 6-17=-264/103,14-15=-225/1390,13-14=-225/1390,12-13=-218/1195 WEBS 5-18=-211/825,7-17=-190/663,8-15=-174/647,9-13=-97/456,9-12=-933/263,10-12=-291/1589,7-15=-844/254, 15-17=-269/1462,3-22=-314/446,4-18=-913/322,3-19=-633/260,4-19=-119/513,1-22=-646/2975 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II;ExpC;Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)0-2-12 to4-5-6, Interior(1)4-5-6 to19-5-4,Exterior(2R)19-5-4 to25-7-6, Interior(1)25-7-6 to29-10-12,Exterior(2R)29-10-12 to35-10-5, Interior(1)35-10-5 to 42-0-4 zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare3x4MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrentwithanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding328 lbupliftat joint24and261lbupliftat joint11. 10)This truss is designedinaccordance with the2018 International Residential Code sectionsR502.11.1and R802.10.2andreferencedstandardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T15 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.FriAug2115:48:17 Page: 1 ID:VNHXmrY5VXtsY6HgNs_3aPzoVBz-msGmMdqRsgdYNLSBbfbYANojvRcK8wWiL5GOd3ylbLy Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 11)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T15 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:17 Page: 2 ID:VNHXmrY5VXtsY6HgNs_3aPzoVBz-msGmMdqRsgdYNLSBbfbYANojvRcK8wWiL5GOd3ylbLy DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 900.00 lb 0.00 lb/ft to40.00 lb/ft 3x5 26 25 24 17 161514 13 12232221201918 1 2 3 11 4 10 5 7 8 96 T2 T1 T3 T4 W1 W23 B1 B6 B7 B2 B3 B4 B5W12W13 W16 W18W19 W20 W21 W22 W17 W15 W7 W11 W8W9 W10 W6 W14 W3 W5 W4 W2 Scale=1:74 Plate Offsets(X,Y):[5:0-3-4,0-3-4], [6:0-3-0,0-2-7], [12:0-4-4,0-2-4], [18:0-3-0,Edge], [23:0-6-4,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)-0.2119-20>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.85 Vert(CT)-0.4019-20>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT)0.1912n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:328lbFT=20% LUMBER TOP CHORD2x4SPF No.2*Except*T3,T4:2x6SPFNo.2 BOT CHORD2x6SPF No.2*Except*B2,B5:2x4SPF No.2 WEBS 2x4SPFStud*Except* W12,W13,W16,W18,W19,W20,W22,W17,W11,W14:2x4SPFNo.2, W1,W23:2x6SPF No.2 BRACING TOP CHORD Structuralwoodsheathingdirectlyappliedor2-3-15ocpurlins, exceptend verticals,and2-0-0ocpurlins(4-2-4max.):6-9. BOT CHORD Rigidceilingdirectlyappliedor8-0-2ocbracing.Except: 1 Rowatmidpt7-18 WEBS 1 Rowatmidpt 9-14,10-13,8-16,5-19 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)12=2437/0-6-0,(min.0-4-4),26=1968/0-6-0,(min.0-3-7) Max Horiz26=246(LC15) Max Uplift12=-520(LC17),26=-449(LC16) Max Grav12=2694(LC40),26=2181(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexceptwhenshown. TOP CHORD 1-2=-2221/457,2-3=-4385/979,3-27=-4537/1084,27-28=-4482/1093,4-28=-4411/1106,4-29=-3760/837, 29-30=-3656/852,5-30=-3588/856,5-6=-3205/819,6-7=-2815/790,7-31=-2807/789,31-32=-2807/789,32-33=-2807/789, 33-34=-2807/789,8-34=-2807/789,8-9=-2653/771,9-35=-2849/744,10-35=-2878/725,10-36=-2322/583, 36-37=-2414/580,37-38=-2481/578,11-38=-2619/577,1-26=-2019/427,11-12=-2623/599 BOT CHORD 25-26=-254/267,24-25=-124/449,22-23=-852/3760,21-22=-852/3760,20-21=-852/3760,19-20=-727/3294, 18-19=-588/2754,7-18=-452/154,16-17=-74/420,15-16=-510/2408,14-15=-510/2408,13-14=-504/2278 WEBS 6-19=-217/892,6-18=-260/673,8-18=-153/329,9-16=-308/1087,10-14=-138/459,10-13=-1082/329,11-13=-496/2462, 8-16=-1399/441,16-18=-515/2286,4-23=-259/409,5-19=-889/307,4-21=0/253,4-20=-641/248,5-20=-108/502, 2-25=-1908/475,23-25=-466/1666,2-23=-478/2141,1-25=-398/2005 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-2-12 to4-7-6, Interior(1)4-7-6 to19-5-4,Exterior(2R)19-5-4 to25-7-10, Interior(1)25-7-10 to29-10-12,Exterior(2R)29-10-12 to36-1-2, Interior(1)36-1-2 to 43-7-4 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered forthisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding449 lbupliftat joint26and520lbupliftat joint12. 9)This truss is designedinaccordance with the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T16 3 12005532-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.FriAug2115:48:18 Page: 1 ID:2yB7aOxI9lPyuGf9JlSt_lzoV3j-msGmMdqRsgdYNLSBbfbYANolvRZr8sZiL5GOd3ylbLy Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)973 lbdownand250 lbupat26-10-0on top chord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-6=-51,6-8=-61,24-26=-20,18-23=-20,12-17=-20 ConcentratedLoads(lb) Vert:8=-900 TrapezoidalLoads(lb/ft) Vert:8=-61-to-9=-68,9=-58-to-35=-73,35=-73-to-10=-74,10=-74-to-36=-79,36=-79-to-37=-80,37=-80-to-38=-86,38=-86-to-11=-91 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T16 3 12005532-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:18 Page: 2 ID:2yB7aOxI9lPyuGf9JlSt_lzoV3j-msGmMdqRsgdYNLSBbfbYANolvRZr8sZiL5GOd3ylbLy DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 312 0.00 lb/ft to50.00 lb/ft900.00 lb 900.00 lb 4x4 30 29 28 21 20 19 18 17 16 15 1 27 2625 24 23 22 2 143 13 4 12 1156 7 8 9 10 T2 T1 T3 T4 T5 T6 W1 W25 B1 B6 B7 B2 B3 B4 B5W12W13 W16 W18 W19 W23 W17 W15 W7 W11 W8 W9 W10 W6 W14 W20 W21 W22 W24W3W5 W4 W2 Scale=1:85 Plate Offsets(X,Y):[13:0-4-12,0-3-12], [15:0-5-0,0-2-4], [16:0-2-0,0-3-12], [22:0-2-0,0-5-4], [27:0-5-12,0-5-4], [28:Edge,0-3-8], [29:0-4-8,0-2-8], [30:Edge,0-10-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.44 Vert(LL)-0.2323-24>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(CT)-0.4523-24>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 1.00 Horz(CT)0.2515n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:385lbFT=20% LUMBER TOP CHORD2x6SP2400F2.0E*Except*T2,T1:2x6SPFNo.2 BOT CHORD2x6SPF No.2*Except*B2,B5:2x4SPF No.2 WEBS 2x4SPF No.2*Except* W23,W7,W8,W9,W10,W6,W21,W22,W3,W5,W2:2x4SPFStud, W1,W25:2x6SPFNo.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor2-10-12ocpurlins, exceptend verticals,and2-0-0ocpurlins(5-5-4max.):7-10. BOTCHORD Rigid ceilingdirectlyappliedor6-3-1ocbracing.Except: 1 Rowatmidpt8-22 WEBS 1 Rowatmidpt 9-22,9-20,6-23,12-19 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)15=3643/0-6-0,(min.0-5-15),30=2273/0-6-0,(min.0-3-15) Max Horiz30=166(LC13) Max Uplift15=-882(LC17),30=-501(LC16) Max Grav15=3797(LC2),30=2508(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-2=-2679/860,2-3=-5284/1683,3-31=-5403/1775,31-32=-5382/1778,4-32=-5294/1793,4-33=-4547/1487, 33-34=-4433/1498,5-34=-4399/1502,5-35=-4345/1509,6-35=-4323/1510,6-7=-3961/1451,7-8=-3535/1386, 8-36=-3525/1386,36-37=-3525/1386,37-38=-3525/1386,38-39=-3525/1386,9-39=-3525/1386,9-10=-3471/1400, 10-40=-3742/1426,11-40=-3825/1415,11-12=-3923/1414,12-41=-4282/1495,41-42=-4448/1498,13-42=-4548/1504, 13-14=-4091/1365,1-30=-2321/762,14-15=-3708/1389 BOT CHORD 29-30=-225/416,28-29=-158/465,26-27=-1403/4529,25-26=-1403/4529,24-25=-1403/4530,23-24=-1197/3928, 22-23=-1026/3432,8-22=-348/149,20-21=-124/457,19-20=-1014/3329,18-19=-1253/3978,17-18=-1253/3978, 16-17=-1298/3857 WEBS 7-23=-275/970,7-22=-295/842,9-22=-272/185,10-20=-257/816,10-19=-206/773,13-16=-1515/603,9-20=-1233/477, 20-22=-981/3082,4-27=-245/452,6-23=-911/318,4-24=-734/280,6-24=-122/551,12-19=-913/354,12-17=0/291, 14-16=-1347/4095,2-29=-2120/701,27-29=-698/2053,2-27=-806/2568,1-29=-680/2177 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II;ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Exterior(2E)0-2-12 to5-1-15, Interior(1)5-1-15 to19-5-4,Exterior(2R)19-5-4 to24-4-7, Interior(1)24-4-7 to29-10-12,Exterior(2R)29-10-12 to34-9-15, Interior(1)34-9-15 to49-1-4 zone; cantilever leftandrightexposed ; end 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=1.15Plate 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 slopesless than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding501 lbupliftat joint30and882lbupliftat joint15. 9)This truss is designed inaccordancewith the2018 International Residential CodesectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T17 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.FriAug2115:48:18 Page: 1 ID:zHGbO0HvaeXYul5K_AogkKzoUtg-E2q9Zzr3d_lP?U1O8M6niaL?trtFtJTral0xAVylbLx Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)1033 lbdownand374 lbupat26-10-0,and1033lbdownand374 lbupat 49-1-4on topchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-7=-51,7-9=-61,28-30=-20,22-27=-20,15-21=-20 ConcentratedLoads(lb) Vert:9=-900,14=-900 TrapezoidalLoads(lb/ft) Vert:9=-61-to-10=-68,10=-58-to-40=-69,40=-69-to-11=-69,11=-69-to-12=-73,12=-73-to-41=-77,41=-77-to-42=-84,42=-84-to-13=-89,13=-89-to-14=-101 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T17 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:18 Page: 2 ID:zHGbO0HvaeXYul5K_AogkKzoUtg-E2q9Zzr3d_lP?U1O8M6niaL?trtFtJTral0xAVylbLx DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 312 0.00 lb/ft to50.00 lb/ft900.00 lb 900.00 lb 22 21 20 19 18 17 16 15 14 13 12 1 11 102 93 4 6 7 85 T2 T1 T3 T4 T5 W1 W18 B1 B1B3B2 W6 W7 W10 W11 W12 W13 W14 W15 W16 W17 W3 W2 W4 W5 W8W9 Scale=1:85 Plate Offsets(X,Y):[5:0-3-0,0-2-7], [10:0-6-0,0-3-0], [12:0-5-0,0-2-4], [13:0-1-12,0-3-12], [18:0-2-0,0-5-0], [21:0-3-8,0-4-0], [22:Edge,0-5-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.91 Vert(LL)-0.2217>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.82 Vert(CT)-0.4617-18>999240 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.83 Horz(CT)0.1412n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:320lbFT=20% LUMBER TOP CHORD2x6SPF No.2*Except*T2,T1:2x4SPF1650F1.5E BOT CHORD2x6SPF No.2 WEBS 2x4SPF No.2*Except*W14,W15,W16,W3,W4,W5:2x4SPFStud, W1,W18:2x6SPFNo.2,W17:2x4SPF1650F1.5E BRACING TOPCHORD Structuralwood sheathingdirectlyapplied,exceptendverticals, and2-0-0ocpurlins(3-9-8max.):5-8. BOTCHORD Rigid ceilingdirectlyappliedor6-5-15ocbracing. WEBS 1 Rowatmidpt 3-18,7-17,9-16,6-18 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=3645/0-6-0,(min.0-5-15),22=2277/0-6-0,(min.0-3-15) Max Horiz22=-167(LC14) Max Uplift12=-881(LC17),22=-499(LC16) Max Grav12=3799(LC2),22=2512(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-23=-3983/1232,2-23=-3854/1247,2-24=-4066/1317,24-25=-3972/1329,3-25=-3864/1342,3-4=-3620/1293, 4-26=-3553/1298,5-26=-3478/1320,5-6=-3094/1228,6-27=-3478/1395,27-28=-3478/1395,28-29=-3478/1395, 7-29=-3478/1395,7-8=-3478/1395,8-30=-3740/1424,9-30=-3926/1412,9-31=-4286/1494,31-32=-4450/1496, 10-32=-4579/1502,10-11=-4097/1366,1-22=-2408/821,11-12=-3710/1388 BOT CHORD 21-22=-244/397,20-21=-1102/3503,19-20=-1081/3550,18-19=-1081/3550,17-18=-1023/3319,16-17=-1013/3330, 15-16=-1251/3980,14-15=-1251/3980,13-14=-1298/3865 WEBS 3-18=-661/279,5-18=-428/1273,7-17=-1070/452,8-17=-241/812,8-16=-209/759,9-16=-916/353,9-14=0/294, 10-13=-1524/604,11-13=-1350/4119,2-21=-441/227,1-21=-893/3227,2-20=-82/252,6-18=-980/350,6-17=-203/631 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II;ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Exterior(2E)0-2-12 to5-1-15, Interior(1)5-1-15 to19-5-4,Exterior(2R)19-5-4 to24-4-7, Interior(1)24-4-7 to29-10-12,Exterior(2R)29-10-12 to34-9-15, Interior(1)34-9-15 to49-1-4 zone; cantilever leftandrightexposed ; end 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=1.15Plate 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 slopesless than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding499 lbupliftat joint22and881lbupliftat joint12. 9)This truss is designed inaccordancewith the2018 International Residential CodesectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottomchord. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1033 lbdownand374lbupat26-10-0,and1033 lbdownand374lbupat 49-1-4on top chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T18 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.FriAug2115:48:19 Page: 1 ID:20FzrHhoShejJotyqimBXOzoUk6-iEOXnJshOItGdebai3d0Fot2HEGlcpT_pOmUiyylbLw Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-7=-61,12-22=-20 ConcentratedLoads(lb) Vert:7=-900,11=-900 TrapezoidalLoads(lb/ft) Vert:7=-61-to-8=-68,8=-58-to-30=-69,30=-69-to-9=-73,9=-73-to-31=-77,31=-77-to-32=-84,32=-84-to-10=-89,10=-89-to-11=-101 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T18 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:19 Page: 2 ID:20FzrHhoShejJotyqimBXOzoUk6-iEOXnJshOItGdebai3d0Fot2HEGlcpT_pOmUiyylbLw DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 312 23 22 21 20 1918 17 16 15 14 13 12 1 2 11 103 945 867 T2 T1 T3 T4 T5 W1 W15 B1 B1B3B2 W6 W7W8 W9 W8W7 W10 W11 W12 W13 W14 W3 W2 W4 W5 Scale=1:87 PlateOffsets(X,Y):[4:0-3-13,0-1-8], [6:0-4-0,0-2-8], [8:0-3-8,0-2-4], [10:0-5-12,0-2-8], [13:0-3-8,0-2-0], [18:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.93 Vert(LL)-0.2117-19>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.75 Vert(CT)-0.4219-21>999240 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.1612n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:263 lbFT=20% LUMBER TOP CHORD2x4SPF No.2*Except*T4:2x4SPF1650F1.5E BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W11,W13,W3,W4:2x4SPFStud,W1,W15:2x6 SPF No.2 BRACING TOP CHORD Structuralwoodsheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(3-8-1max.):6-8. BOT CHORD Rigid ceilingdirectlyappliedor6-7-15ocbracing. WEBS 1Rowatmidpt 5-19,6-17,7-17,8-17,9-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1781/0-6-0,(min.0-3-1),23=1880/0-6-0,(min.0-3-6) Max Horiz23=191(LC15) Max Uplift12=-364(LC17),23=-411(LC16) Max Grav12=1953(LC2),23=2140(LC43) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 2-24=-3134/836,3-24=-3006/851,3-25=-3121/892,25-26=-3026/902,4-26=-2915/916,4-5=-2890/918,5-27=-2638/865, 6-27=-2493/892,6-28=-2270/885,7-28=-2270/885,7-29=-2270/885,8-29=-2270/885,8-30=-2489/895,9-30=-2647/866, 9-31=-2920/916,31-32=-3047/899,10-32=-3130/895,10-11=-2723/794,2-23=-2071/742,11-12=-1899/628 BOT CHORD 22-23=-244/276,21-22=-786/2738,20-21=-726/2699,19-20=-726/2699,18-19=-548/2218,17-18=-548/2218, 16-17=-539/2215,15-16=-717/2727,14-15=-717/2727,13-14=-756/2584 WEBS 5-19=-724/299,6-19=-164/675,6-17=-156/419,7-17=-522/192,8-17=-144/416,8-16=-154/651,9-16=-729/300, 9-14=0/276,10-13=-1047/394,11-13=-793/2838,3-22=-331/169,2-22=-592/2610,5-21=-22/289 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7 to19-5-4,Exterior(2R)19-5-4 to24-8-0, Interior(1)24-8-0 to29-10-12,Exterior(2R)29-10-12 to34-9-15, Interior(1)34-9-15 to 49-1-4 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=1.15PlateDOL=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 trusshasbeendesignedforgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesignedfora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding411 lbupliftat joint23and364lbupliftat joint12. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T19 2 12005532-12T PiggybackBase Job Reference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.FriAug2115:48:20 Page: 1 ID:M?LAjZ?AnANFuYjvj5DlSNzoUiP-ARyv_ftJ9b?7EoAmGn9Fo?QDled4LIn812V2EOylbLv DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 24 23 22 21 2019 18 17 16 15 14 13 1 2 12 3 11 4 5 109 6 7 8 T2 T1 T3 T4 T1 W1 W1B1B1B3B2 W6 W7W8 W9 W8W7 W6 W3 W2 W4 W5 W5 W4 W3 W2 Scale = 1:82.8 Plate Offsets(X,Y):[4:0-3-13,0-1-8], [6:0-4-0,0-2-8], [8:0-4-0,0-2-8], [19:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.95 Vert(LL)-0.2117-18>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.74 Vert(CT)-0.4215-17>999240 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.1613n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:262 lbFT = 20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x6SPFNo.2,W3,W4:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyapplied,exceptendverticals, and2-0-0ocpurlins(3-8-2max.):6-8. BOT CHORD Rigid ceilingdirectlyappliedor7-11-5ocbracing. WEBS 1Rowatmidpt 5-20,6-18,7-18,8-18,10-17 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)13=1781/Mechanical,(min.0-1-8),24=1880/0-6-0,(min.0-3-6) MaxHoriz24=190(LC15) MaxUplift13=-362(LC17),24=-411(LC16) Max Grav13=2047(LC41),24=2146(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexceptwhen shown. TOP CHORD 2-25=-3144/585,3-25=-3015/600,3-26=-3133/634,26-27=-3038/644,4-27=-2926/658,4-5=-2901/660,5-6=-2650/653, 6-28=-2284/648,28-29=-2284/648,7-29=-2284/648,7-30=-2284/648,8-30=-2284/648,8-9=-2508/650,9-10=-2652/624, 10-31=-2910/660,31-32=-2935/657,32-33=-3044/645,11-33=-3141/634,11-34=-3031/609,12-34=-3160/594, 2-24=-2077/525,12-13=-1978/427 BOT CHORD 23-24=-240/278,22-23=-552/2747,21-22=-451/2709,20-21=-451/2709,19-20=-311/2229,18-19=-311/2229, 17-18=-300/2231,16-17=-422/2714,15-16=-422/2714,14-15=-492/2768 WEBS 5-20=-723/299,6-20=-164/674,6-18=-156/419,7-18=-523/192,8-18=-155/416,8-17=-164/678,10-17=-729/300, 3-23=-333/135,2-23=-404/2619,5-22=-22/289,10-15=-27/293,11-14=-337/140,12-14=-429/2641 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7 to19-5-4,Exterior(2R)19-5-4 to26-5-0, Interior(1)26-5-0 to29-10-12,Exterior(2R)29-10-12 to36-10-8, Interior(1)36-10-8 to 49-1-4zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 6)Provideadequatedrainage toprevent waterponding. 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 tobearingplatecapableof withstanding411 lbupliftatjoint24and362lbupliftat joint13. 10)This truss isdesigned inaccordancewith the2018 International Residential Code sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T20 1 12005532-12T PiggybackBase JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:21 Page: 1 ID:VCuL77DyhPRHLgC4x10gNzzoUfY-fdVHC?txwv7_sylzqUgUKDzN92yZ4lnHGiFbmqylbLu DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 22 21 2019 1817 16 1514 13 12 1 2 11 3 10 4 9 5 8 6 7 T2 T1 T3 T4 T1 W1 W1B1B1B3B2 W3 W4 W5 W6 W7 W8 W7 W6 W5 W4 W3 W2 W2 0-1-15 Scale =1:85.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.2316-17>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.78 Vert(CT)-0.4816-17>999240 TCDL 10.0 RepStress Incr YES WB 0.67 Horz(CT)0.1612n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:248lbFT=20% LUMBER TOPCHORD2x4SPFNo.2*Except*T3:2x4SPF2100F1.8E BOTCHORD2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W3:2x4SPFStud,W1:2x6SPFNo.2 BRACING TOP CHORD Structural wood sheathingdirectlyapplied,exceptendverticals, and2-0-0ocpurlins(2-2-0max.):6-7. BOT CHORD Rigid ceilingdirectlyappliedor7-8-9ocbracing. WEBS 1 Rowatmidpt 3-20,5-17,6-16,8-16,10-14 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)12=1766/Mechanical,(min.0-1-8),22=1865/0-6-0,(min.0-3-7) Max Horiz22=199(LC13) Max Uplift12=-375(LC17),22=-425(LC16) Max Grav12=2078(LC41),22=2177(LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOPCHORD 2-23=-3254/592,3-23=-3112/609,3-24=-3157/629,4-24=-3053/641,4-25=-3049/641,25-26=-2935/656,5-26=-2906/658, 5-6=-2654/649,6-27=-2249/628,27-28=-2249/628,7-28=-2249/628,7-8=-2656/648,8-29=-2913/658,9-29=-2941/656, 9-30=-3058/642,10-30=-3163/629,10-31=-3126/618,11-31=-3268/601,2-22=-2105/529,11-12=-2006/429 BOTCHORD 21-22=-268/313,20-21=-583/2841,19-20=-427/2722,18-19=-427/2722,17-18=-427/2722,16-17=-291/2247, 15-16=-398/2725,14-15=-398/2725,13-14=-494/2861 WEBS 3-21=-282/138,5-20=-38/339,5-17=-757/317,6-17=-175/746,7-16=-101/747,8-16=-759/318,8-14=-43/343, 10-13=-286/142,2-21=-398/2681,11-13=-422/2712 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7 to20-10-8,Exterior(2R)20-10-8 to27-10-4, Interior(1)27-10-4 to28-5-8,Exterior(2R)28-5-8 to35-5-4, Interior(1)35-5-4 to 49-1-4 zone; cantileverleftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother liveloads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrentwithanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding425 lbupliftat joint22and375lbupliftat joint12. 10)This truss is designedinaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T21 1 12005532-12T Hip JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.FriAug2115:48:22 Page: 1 ID:VkyCGldHhrjSQuocwAdel8zoUf0-7p3fPLuahDFrU6K9NCBjtQVYkSH5pBmRVM_8JHylbLt DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 3x6 24 23 22 212019 18 1716 15 14 13 1 2 12 3 11 4 5 109 76 8 T2 T1 T3 T4 T1 W1 W1B1B1B3B2 W6 W7 W8 W9 W8 W7 W6 W3 W2 W4 W5 W5 W4W3 W2 0-1-15 Scale=1:85.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.2018>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.4317-18>999240 TCDL 10.0 RepStress Incr YES WB 0.62 Horz(CT)0.1613n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:251 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2*Except*T3:2x4SPF1650F1.5E BOT CHORD2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W1:2x6SPF No.2,W3,W4,W5:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptendverticals,and2-0-0ocpurlins(3-4-13max.):6-8. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 5-20,7-18,10-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=1800/Mechanical,(min.0-1-8),24=1899/0-6-0,(min.0-3-5) MaxHoriz24=176(LC13) MaxUplift13=-344(LC17),24=-394(LC16) Max Grav13=2001(LC41),24=2100(LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexceptwhen shown. TOP CHORD 2-25=-2955/562,3-25=-2839/574,3-26=-3050/644,4-26=-2945/654,4-5=-2848/658,5-6=-2633/657,6-27=-2528/681, 7-27=-2528/681,7-28=-2528/681,8-28=-2528/681,8-9=-2536/656,9-10=-2637/634,10-29=-2856/657,29-30=-2954/645, 11-30=-3058/634,11-31=-2857/584,12-31=-2973/570,2-24=-2042/519,12-13=-1943/419 BOT CHORD 22-23=-510/2626,21-22=-463/2638,20-21=-463/2638,19-20=-350/2273,18-19=-350/2273,17-18=-341/2276, 16-17=-436/2643,15-16=-436/2643,14-15=-491/2649 WEBS 5-20=-596/255,6-20=-130/584,6-18=-193/580,7-18=-771/277,8-18=-192/576,8-17=-131/587,10-17=-599/256, 3-23=-403/146,2-23=-402/2516,11-14=-406/151,12-14=-421/2527 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7 to17-6-8,Exterior(2R)17-6-8 to24-8-0, Interior(1)24-8-0 to31-9-8,Exterior(2R)31-9-8 to38-9-4, Interior(1)38-9-4 to49-1-4 zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare3x5MT20unlessotherwiseindicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanicalconnection(byothers)of truss tobearingplatecapableof withstanding394 lbupliftat joint24and344lbupliftat joint13. 11)This truss isdesigned inaccordance with the2018 International Residential CodesectionsR502.11.1andR802.10.2andreferencedstandardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T22 1 12005532-12T Hip JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:22 Page: 1 ID:TZpoolVWBTFTWj9OVDv_XqzoUcb-7p3fPLuahDFrU6K9NCBjtQVbwSI6pCTRVM_8JHylbLt DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x6 23 22 2120 1918 17 1615 14 13 1 2 12 3 11 4 10 6 785 9 T2 T1 T3 T4 T5 T1 W1 W1B1B1B3B2 W3 W4 W5 W6 W7W6 W7 W6 W5 W4 W3 W2 W2 0-1-15 Scale = 1:85.5 Plate Offsets(X,Y):[18:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.97 Vert(LL)-0.2617-18>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.88 Vert(CT)-0.5217-18>999240 TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.1613n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:235 lbFT = 20% LUMBER TOPCHORD2x4SPF1650F1.5E*Except*T5:2x4SPFNo.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3:2x4SPFStud,W1:2x6SPF No.2 BRACING TOPCHORD Structural woodsheathingdirectlyapplied,exceptend verticals, and2-0-0ocpurlins(2-2-0max.):5-9. BOTCHORD Rigid ceilingdirectlyappliedor7-9-4ocbracing. WEBS 1Rowatmidpt 3-21,6-17,11-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=1833/Mechanical,(min.0-1-8),23=1932/0-6-0,(min.0-3-4) Max Horiz23=154(LC13) Max Uplift13=-308(LC17),23=-358(LC16) Max Grav13=1953(LC2),23=2070(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 2-24=-3003/592,24-25=-2921/602,25-26=-2905/603,3-26=-2884/620,3-4=-2921/620,4-5=-2841/647,5-27=-3302/722, 6-27=-3302/721,6-7=-3300/729,7-8=-3300/729,8-28=-3303/730,9-28=-3303/730,9-10=-2843/654,10-11=-2924/629, 11-29=-2848/618,29-30=-2906/605,30-31=-2929/600,12-31=-3017/596,2-23=-1997/527,12-13=-1880/428 BOT CHORD 22-23=-201/312,21-22=-511/2598,20-21=-458/2586,19-20=-458/2586,18-19=-458/2586,17-18=-577/3299, 16-17=-397/2587,15-16=-397/2587,14-15=-492/2619 WEBS 3-21=-403/217,5-21=-54/368,5-18=-282/1089,6-18=-682/284,8-17=-685/250,9-17=-281/1089,9-15=-59/379, 11-15=-423/225,2-22=-395/2389,12-14=-428/2430 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-7-12 to3-3-7, Interior(1)3-3-7 to14-2-8,Exterior(2R)14-2-8 to21-1-9, Interior(1)21-1-9 to35-1-8,Exterior(2R)35-1-8 to42-1-0, Interior(1)42-1-0 to49-1-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;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=1.15PlateDOL=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 than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding358 lbupliftat joint23and308lbupliftatjoint13. 10)This truss is designed inaccordance with the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationofthepurlinalong thetopand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T23 1 12005532-12T Hip JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.FriAug2115:48:23 Page: 1 ID:9zTh4bOMwTomkNJFiQbIC4zoTuG-b0d2cgvCSWNi5GvLxviyPe2iNscoYdVak0kirjylbLs DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5x8 23 22 21 201918 17 1615 14 13 121 2 11 3 10 5 67 84 9 T1 T2 T3 T4 W1 W1B1B1B3B2 W3 W4 W5 W6 W6 W5 W4 W3 W2 W2 W7W6 W7 W6W7 0-1-15 Scale=1:85.3 PlateOffsets (X,Y):[4:0-4-2,Edge],[9:0-4-2,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)-0.3117>999360 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.76 Vert(CT)-0.5616-17>999240 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.1312n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:276lbFT=20% LUMBER TOP CHORD2x4 SPFNo.2*Except*T2,T3:2x6 SPF No.2 BOTCHORD2x6 SPFNo.2 WEBS 2x4 SPFStud*Except*W6,W2:2x4SPF No.2,W1:2x6SPF No.2 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor2-11-10ocpurlins, exceptendverticals,and2-0-0ocpurlins (3-1-14max.):4-9. BOT CHORD Rigidceilingdirectlyappliedor8-0-15ocbracing. MiTek recommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size)12=1866/Mechanical, (min.0-1-8),23=1965/0-6-0, (min.0-3-4) Max Horiz23=129 (LC13) Max Uplift12=-351 (LC12),23=-370 (LC13) MaxGrav12=1953 (LC2),23=2070 (LC2) FORCES (lb)-Max.Comp./Max.Ten.-Allforces250 (lb)orlessexcept whenshown. TOP CHORD 2-25=-2937/569,25-26=-2929/578,26-27=-2894/580,3-27=-2889/590,3-4=-3209/670,4-5=-4146/890,5-28=-4470/945, 6-28=-4470/945,6-7=-4470/945,7-8=-4470/945,8-9=-4148/890,9-10=-3214/671,10-29=-2876/594,29-30=-2899/592, 11-30=-2947/581,2-23=-1976/512,11-12=-1859/412 BOT CHORD 22-23=-157/259,21-22=-553/2594,20-21=-578/2861,19-20=-578/2861,18-19=-843/4138,17-18=-843/4138, 16-17=-796/4139,15-16=-483/2865,14-15=-483/2865,13-14=-490/2608,12-13=-77/259 WEBS 3-22=-412/142,3-21=-185/337,4-19=-424/1730,9-16=-424/1727,9-14=-49/259,10-14=-205/334,10-13=-416/145, 2-22=-409/2408,11-13=-419/2429,5-19=-1032/359,5-17=-143/480,6-17=-443/216,8-17=-142/476,8-16=-1030/359 NOTES 1)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat.II;ExpC; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E) -1-7-12 to3-3-7, Interior(1)3-3-7 to10-10-8, Exterior(2R)10-10-8 to17-8-6, Interior(1)17-8-6 to38-5-8, Exterior(2R)38-5-8 to45-5-4, Interior(1)45-5-4to 49-1-4zone;cantileverleftand rightexposed ; endverticalleftandrightexposed;C-C formembersand forces&MWFRS for reactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15 Plate DOL=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 toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads. 8)Refer togirder(s) for truss to trussconnections. 9)Providemechanicalconnection (byothers)of trusstobearingplatecapableofwithstanding370lbupliftatjoint23and351lbupliftatjoint12. 10)This trussisdesignedinaccordancewith the2018 International ResidentialCodesectionsR502.11.1andR802.10.2and referencedstandardANSI/TPI1. 11)Graphicalpurlin representationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottomchord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T24 1 12005532-12T Hip JobReference (optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.FriAug2115:48:23 Page: 1 ID:YGiPDJk6haiTSx?UQ53FwVzoTpx-b0d2cgvCSWNi5GvLxviyPe2qfsedYdRak0kirjylbLs DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 29 28 2726 25 2423 22 2120 19 18 17 2 3 4 6 7 8 9 1011 12 1314 15 165 T1 T2 T4T3T3 W5 B1 B3B2B1 W3 W4 W4W5W4W5W4W5W4W5W4W5W4W5W4W5 W2W1 HW1 Scale =1:87.4 PlateOffsets (X,Y):[2:0-7-0,0-0-2], [5:0-3-0,0-2-12],[27:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)0.4522-24>999360 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.34 Vert(CT)-0.5822-24>999240 TCDL 10.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.1117n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:692lbFT=20% LUMBER TOP CHORD2x6 SP 2400F2.0E BOT CHORD2x6 SP 2400F2.0E WEBS 2x4 SPF Stud*Except*W4:2x4 SPF No.2 SLIDER Left2x8 SP2400F2.0E--1-6-0 BRACING TOP CHORD Structuralwoodsheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals,and2-0-0ocpurlins (6-0-0max.):5-16. BOTCHORD Rigidceilingdirectlyappliedor9-5-5ocbracing. REACTIONS (lb/size)2=3493/0-6-0, (min.0-1-8),17=3593/Mechanical, (min.0-1-8) Max Horiz2=192 (LC11) Max Uplift2=-1783 (LC9),17=-2088 (LC9) MaxGrav2=3493 (LC1),17=3717 (LC43) FORCES (lb)-Max. Comp./Max.Ten.-Allforces250 (lb)orlessexceptwhenshown. TOP CHORD 2-3=-3226/1687,3-34=-4913/2594,4-34=-4826/2577,4-35=-5723/3087,35-36=-5672/3077,5-36=-5625/3082, 5-37=-7806/4330,37-38=-7808/4330,6-38=-7811/4331,6-39=-9490/5313,39-40=-9490/5313,40-41=-9490/5313, 7-41=-9490/5313,7-42=-10226/5765,8-42=-10226/5765,8-43=-10226/5765,43-44=-10226/5765,9-44=-10226/5765, 9-45=-10048/5691,45-46=-10048/5691,10-46=-10048/5691,10-47=-10048/5691,11-47=-10048/5691, 11-48=-10048/5691,48-49=-10048/5691,12-49=-10048/5691,12-50=-8979/5094,50-51=-8979/5094,51-52=-8979/5094, 13-52=-8979/5094,13-14=-6998/3957,14-53=-6998/3957,53-54=-6998/3957,15-54=-6998/3957,15-55=-4070/2298, 55-56=-4070/2298,56-57=-4070/2298,16-57=-4070/2298,16-17=-3608/2059 BOT CHORD 2-58=-2317/4105,29-58=-2317/4105,29-59=-2317/4105,59-60=-2317/4105,28-60=-2317/4105,28-61=-2931/5209, 61-62=-2931/5209,27-62=-2931/5209,26-27=-2931/5209,26-63=-4404/7807,63-64=-4404/7807,25-64=-4404/7807, 25-65=-5388/9487,65-66=-5388/9487,66-67=-5388/9487,24-67=-5388/9487,23-24=-5839/10182,23-68=-5839/10182, 68-69=-5839/10182,22-69=-5839/10182,22-70=-5134/8940,70-71=-5134/8940,71-72=-5134/8940,21-72=-5134/8940, 21-73=-3980/6963,20-73=-3980/6963,20-74=-3980/6963,19-74=-3980/6963,19-75=-2303/4037,75-76=-2303/4037, 18-76=-2303/4037 WEBS 5-28=-337/251,5-26=-1963/3458,16-18=-2916/5182,6-26=-2097/1292,6-25=-1297/2226,7-25=-1201/803, 7-24=-607/1019,9-24=-445/366,9-22=-258/117,10-22=-567/418,12-22=-796/1391,12-21=-1460/931, 13-21=-1495/2599,13-19=-2221/1361,15-19=-2173/3795,15-18=-3110/1851,4-28=-791/1429,4-29=-638/373 NOTES 1)2-ply truss tobeconnected together with10d (0.131"x3")nailsas follows: Topchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc,2x4-1 rowat0-9-0oc. Bottomchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc. Webconnectedas follows:2x4-1 rowat0-9-0oc. 2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback(B) facein 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=5.0psf; BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft and rightexposed ; endverticalleftand rightexposed;Lumber DOL=1.60plategrip DOL=1.60 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T25 1 22005532-12T HalfHipGirder Job Reference (optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriAug2115:48:32 Page: 1 ID:tx3uni66_IstRpq6GBZgkKzoTla-3CBQq0wqDqVYjPUYVdDByrb00F4QH6kkygTFN9y lbLr Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposedsurfaces withslopes less than0.500/12 inaccordance withIBC 1608.3.4. 6)Unbalanced snow loadshavebeenconsideredforthisdesign. 7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 timesflatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 8)Provideadequatedrainagetopreventwaterponding. 9)Allplatesare4x4MT20unlessotherwiseindicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Refertogirder(s) for trusstotruss connections. 12)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding2088lbupliftat joint17and1783lbupliftat joint2. 13)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord. 15)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)134 lbdownand81lbupat2-7-4,100 lbdownand47lbupat4-7-4,98 lbdownand38 lbupat6-7-4,166 lbdownand117 lbupat8-7-4,166 lbdownand117 lbupat10-7-4,166 lbdownand117lbupat12-7-4,166 lbdownand117 lbupat 14-7-4,166 lbdownand117 lbupat16-7-4,166 lbdownand117 lbupat18-7-4,166 lbdownand117 lbupat20-7-4,166lbdownand117 lbupat22-7-4,166lbdown and117 lbupat24-7-4,166lbdownand117lbupat26-7-4,166 lbdownand117 lbupat28-7-4,166 lbdownand117 lbupat30-7-4,166 lbdownand117 lbupat 32-7-4,166 lbdownand117 lbupat34-7-4,166 lbdownand117 lbupat36-7-4,166 lbdownand117 lbupat38-7-4,166lbdownand117 lbupat40-7-4,166lbdown and117 lbupat42-7-4,166lbdownand117lbupat44-7-4,and166 lbdownand117 lbupat46-7-4,and167 lbdownand117 lbupat48-7-4on top chord,and46 lb downand35lbupat2-7-4,49 lbdownand37 lbupat4-7-4,115lbdownand94 lbupat6-7-4,47 lbdownand27 lbupat8-7-4,47 lbdownand27 lbupat10-7-4,47 lb downand27lbupat12-7-4,47 lbdownand27lbupat14-7-4,47 lbdownand27lbupat16-7-4,47 lbdownand27lbupat18-7-4,47 lbdownand27lbupat20-7-4,47 lbdownand27 lbupat22-7-4,47 lbdownand27 lbupat24-7-4,47 lbdownand27 lbupat26-7-4,47 lbdownand27 lbupat28-7-4,47 lbdownand27 lbupat30-7-4, 47 lbdownand27 lbupat32-7-4,47 lbdownand27 lbupat34-7-4,47 lbdownand27 lbupat36-7-4,47 lbdownand27lbupat38-7-4,47 lbdownand27 lbupat 40-7-4,47 lbdownand27lbupat42-7-4,47 lbdownand27lbupat44-7-4,and47 lbdownand27 lbupat46-7-4,and49 lbdownand25 lbupat48-7-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-16=-61,17-30=-20 ConcentratedLoads(lb) Vert:26=-31(F),6=-97(F),13=-97(F),19=-31(F),34=-101(F),35=-70(F),36=-31(F),37=-97(F),38=-97(F),40=-97(F),41=-97(F),42=-97(F),43=-97(F), 44=-97(F),45=-97(F),46=-97(F),47=-97(F),48=-97(F),49=-97(F),50=-97(F),51=-97(F),53=-97(F),54=-97(F),55=-97(F),56=-97(F),57=-109(F), 58=-40(F),59=-48(F),60=-115(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=-31(F),75=-31(F),76=-31(F),77=-31(F),78=-31(F),79=-35(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T25 1 22005532-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:32 Page: 2 ID:tx3uni66_IstRpq6GBZgkKzoTla-3CBQq0wqDqVYjPUYVdDByrb00F4QH6kkygTFN9ylbLr DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 312900.00 lb 50.00 lb/ft to40.00 lb/ft 1.5x4 6x8 =6x12 4x6 7 1 6 5 2 3 4 T1 W4 B1 W3 W1 W2 HW1 Scale =1:30.9 Plate Offsets(X,Y):[2:Edge,0-1-4], [5:0-3-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.77 Vert(LL)0.335-6>465360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.86 Vert(CT)0.285-6>541240 TCDL 10.0 RepStress Incr NO WB 0.76 Horz(CT)-0.11 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:52 lbFT = 20% LUMBER TOPCHORD2x4SPF2100F1.8E BOTCHORD2x4SPF1650F1.5E WEBS 2x4SPFStud*Except*W4:2x6SPFNo.2,W2:2x4SPF No.2 WEDGE Left:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-7-4ocbracing. WEBS 1Rowatmidpt 3-5 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1008/0-4-0,(min.0-1-13),7=1125/0-6-0,(min.0-1-8) MaxHoriz2=160(LC12) MaxUplift2=-620(LC12),7=-693(LC12) Max Grav2=1144(LC2),7=1270(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-11=-2733/4236,11-12=-2720/4237,3-12=-2642/4252,5-7=-1270/2040,4-5=-301/367 BOTCHORD 2-13=-4212/2592,6-13=-4212/2592,5-6=-4212/2592 WEBS 3-6=-327/215,3-5=-2658/4326 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-1-10-12 to1-1-4, Interior(1)1-1-4 to12-6-8 zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces& MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)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;Min. flatroofsnow loadgoverns. 3)Unbalancedsnow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Bearingat joint(s)7 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding620 lbupliftatjoint2and693 lbupliftat joint7. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1017 lbdownand1808lbupat7-2-0ontopchord.Thedesign/selection of such connectiondevice(s)is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,5-8=-20 ConcentratedLoads(lb) Vert:3=-900 TrapezoidalLoads(lb/ft) Vert:3=-101-to-4=-92 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T26 3 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:34 Page: 1 ID:zFODMmDnldMb8zjdVSdlKhzpo88-m7oCwR15svm8wyFT4jPXMy?efHMidcDCFEunkaylbLh DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3 12 900.00 lb 1.5x4 =4x12 6x6 6 1 5 2 3 4 T1 W3 B1 W2 W1 HW1 Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)0.245-9>361360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)0.205-9>439240 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)-0.01 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:30 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x6SPF No.2 WEDGE Left:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor5-10-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=394/0-4-0,(min.0-1-8),6=1105/0-5-8,(min.0-1-8) Max Horiz2=101(LC12) Max Uplift2=-260(LC12),6=-672(LC12) Max Grav2=459(LC23),6=1247(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-10=-551/612,10-11=-547/613,3-11=-517/621,5-6=-1247/2485,4-5=-1053/2099 BOT CHORD 2-12=-692/501,5-12=-692/501 WEBS 3-5=-432/525 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-10-12 to1-1-4, Interior(1)1-1-4 to7-0-8 zone; cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10;Min. flatroof snow loadgoverns. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Bearingat joint(s)6considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding260 lbupliftatjoint2and672 lbupliftat joint6. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1017 lbdownand2109 lbupat7-0-8on top chord.Thedesign/selection of such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-4=-51,5-7=-20 ConcentratedLoads(lb) Vert:4=-900 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T27 6 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:34 Page: 1 ID:3hmkZ0I_kGtx6nD7JdH?XfzpoBw-m7oCwR15svm8wyFT4jPXMy?lNHS6dlbCFEunkaylbLh DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 4x4 1.5x4 =6x6 1.5x4 =3x8 =3x4 3x4 9 8 7 6 1 2 4 53 W1 T1 T2 W4 B1 W2 W3 W4 W5 0-1-11 Scale =1:26.7 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.63 Vert(LL)0.077-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.087-8>999240 TCDL 10.0 RepStress Incr NO WB 0.31 Horz(CT)0.006n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=409/0-6-0,(min.0-1-8),9=484/0-4-0,(min.0-1-8) MaxHoriz9=67(LC9) MaxUplift6=-301(LC9),9=-307(LC9) Max Grav6=520(LC33),9=575(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-9=-476/253,2-3=-445/340,3-10=-638/398,4-10=-641/398,4-11=-638/396,5-11=-638/396,5-6=-489/280 BOTCHORD 8-9=-292/353,8-12=-293/357,7-12=-293/357 WEBS 3-7=-137/334,4-7=-404/194,5-7=-445/712 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end vertical leftexposed;porch leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding307 lbupliftatjoint9and301 lbupliftat joint6. 9)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)41 lbdownand154 lbupat2-8-8,36 lbdownand48 lbupat4-9-4,and 36 lbdownand48 lbupat6-9-4,and36 lbdownand48 lbupat8-9-4on top chord,and53 lbdownand80 lbupat2-8-8,15 lbdownand34 lbupat4-9-4,and15 lbdown and34 lbupat6-9-4,and15 lbdownand34 lbupat8-9-4onbottomchord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 12)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-5=-61,6-9=-20 ConcentratedLoads(lb) Vert:3=-9(B),8=1(B),4=-4(B),7=-1(B),10=-4(B),11=-4(B),12=-1(B),13=-1(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T28 1 12005532-12T Jack-ClosedGirder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:34 Page: 1 ID:Si6u3Fd48vryh8rod1m8L_zoTfl-m7oCwR15svm8wyFT4jPXMy?htHS4djLCFEunkaylbLh DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =6x6 =3x6 3x4 7 6 5 1 2 43 W1 T1 T2 W4 B1 W2 W3 0-1-11 Scale = 1:29.8 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.58 Vert(LL)0.135-6>956360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)0.105-6>999240 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)-0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:41 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor7-7-12ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=389/0-6-0,(min.0-1-8),7=460/0-4-0,(min.0-1-8) Max Horiz7=108(LC16) Max Uplift5=-208(LC13),7=-160(LC13) Max Grav5=475(LC37),7=606(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-539/468,2-8=-437/508,8-9=-424/510,3-9=-393/528,4-5=-250/131 BOT CHORD 7-12=-512/325,12-13=-512/325,6-13=-512/325,6-14=-498/322,14-15=-498/322,5-15=-498/322 WEBS 3-6=-315/193,3-5=-319/526 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to4-8-8,Exterior(2E)4-8-8 to8-11-7, Interior(1)8-11-7 to10-2-4 zone;cantilever leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding160 lbupliftatjoint7and208 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T29 1 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:34 Page: 1 ID:iKrHw0AN?Ezo1pdO7v39X_zoTdl-m7oCwR15svm8wyFT4jPXMy?heHUrdjxCFEunkaylbLh DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x4 5x6 1.5x4 =6x6 =6x6 3x4 7 6 5 1 2 43 W1 T1 T2 W4 B1 W3W2 0-1-11 Scale = 1:31.9 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.74 Vert(LL)0.126-7>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)0.096-7>999240 TCDL 10.0 RepStress Incr YES WB 0.26 Horz(CT)-0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor8-2-2ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=378/0-6-0,(min.0-1-8),7=451/0-4-0,(min.0-1-8) Max Horiz7=150(LC16) Max Uplift5=-200(LC13),7=-136(LC13) Max Grav5=411(LC37),7=658(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-597/393,2-8=-448/371,8-9=-358/378,3-9=-307/397 BOT CHORD 7-11=-428/276,11-12=-428/276,6-12=-428/276,6-13=-414/271,5-13=-414/271 WEBS 3-5=-424/642,3-6=-409/233 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to6-8-8,Exterior(2E)6-8-8 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding136 lbupliftatjoint7and200 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T30 1 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:35 Page: 1 ID:35DSgAsVpR1rlQv9Pg3IpozoTct-EJMa8n2jdCu?X6qfeRwmvAYqshrLMAILUueKG0ylbLg DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 5x6 1.5x4 =3x4 =6x6 =6x6 3x4 9 8 7 6 1 2 3 54 W1 T1 T2 W6 B1 W2 W3 W4 W5 0-1-11 Scale = 1:32.4 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)0.077-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.097-8>999240 TCDL 10.0 RepStress Incr YES WB 0.30 Horz(CT)-0.01 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:53 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-5. BOT CHORD Rigid ceilingdirectlyappliedor7-9-8ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=362/0-6-0,(min.0-1-8),9=446/0-4-0,(min.0-1-8) Max Horiz9=193(LC16) Max Uplift6=-187(LC13),9=-116(LC13) Max Grav6=448(LC38),9=687(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-591/391,2-10=-558/415,3-10=-504/431 BOT CHORD 9-12=-531/400,8-12=-531/400,7-8=-531/400 WEBS 3-7=-310/416,4-7=-498/289,4-6=-506/644 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to8-8-8,Exterior(2E)8-8-8 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding116 lbupliftat joint9and187 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T31 1 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:35 Page: 1 ID:vcDsnHyaNOVxAPMeEHBe?_zoTbS-EJMa8n2jdCu?X6qfeRwmvAYqIhpAMAkLUueKG0ylbLg DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 4x6 =6x6 3x4 7 6 5 1 2 3 4 W1 T1 W4 B1 W2 W3 Scale = 1:33.6 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.56 Vert(LL)0.075-6>999360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.075-6>999240 TCDL 10.0 RepStress Incr YES WB 0.28 Horz(CT)-0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:45 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-10-3ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=349/0-6-0,(min.0-1-8),7=445/0-4-0,(min.0-1-8) Max Horiz7=228(LC16) Max Uplift5=-184(LC16),7=-102(LC13) Max Grav5=452(LC23),7=507(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-432/365,2-8=-426/330,3-8=-394/350 BOT CHORD 7-11=-496/319,6-11=-496/319,6-12=-496/319,5-12=-496/319 WEBS 3-6=-316/202,3-5=-371/585 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to10-2-4 zone; cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding102 lbupliftatjoint7and184 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T32 6 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:35 Page: 1 ID:cLPwa8hr08BH_nXMJboxzrzoTaV-EJMa8n2jdCu?X6qfeRwmvAYtfhrPMAyLUueKG0ylbLg DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 5x6 1.5x4 =3x4 =6x6 =6x6 3x4 9 8 7 6 1 2 3 54 W1 T1 T2 W6 B1 W2 W3 W4 W5 0-1-11 Scale = 1:32.9 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.72 Vert(LL)0.067-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.097-8>999240 TCDL 10.0 RepStress Incr YES WB 0.32 Horz(CT)-0.01 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:54 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):4-5. BOT CHORD Rigid ceilingdirectlyappliedor7-9-10ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=361/0-6-0,(min.0-1-8),9=446/0-4-0,(min.0-1-8) Max Horiz9=195(LC16) Max Uplift6=-186(LC13),9=-115(LC13) Max Grav6=454(LC38),9=688(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-593/389,2-10=-560/409,3-10=-506/426 BOT CHORD 9-12=-529/401,8-12=-529/401,7-8=-529/401 WEBS 3-7=-323/430,4-7=-505/296,4-6=-518/654 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to8-10-0,Exterior(2E)8-10-0 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;C- C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding115 lbupliftat joint9and186 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T33 1 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:35 Page: 1 ID:oG9MbLRkPB?UQIGHxcvUUwzoTZX-EJMa8n2jdCu?X6qfeRwmvAYqChpCMASLUueKG0ylbLg DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x4 5x6 1.5x4 =6x6 =6x6 3x4 7 6 5 1 2 43 W1 T1 T2 W4 B1 W3W2 0-1-11 Scale = 1:32.1 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.75 Vert(LL)0.126-7>965360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)0.106-7>999240 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)-0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor8-2-2ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=377/0-6-0,(min.0-1-8),7=450/0-4-0,(min.0-1-8) Max Horiz7=153(LC16) Max Uplift5=-199(LC13),7=-135(LC13) Max Grav5=406(LC37),7=660(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-600/393,2-8=-447/361,8-9=-353/369,3-9=-304/388 BOT CHORD 7-11=-422/273,11-12=-422/273,6-12=-422/273,6-13=-408/269,5-13=-408/269 WEBS 3-5=-435/655,3-6=-418/237 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to6-10-0,Exterior(2E)6-10-0 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed;porch leftandrightexposed;C- C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding135 lbupliftatjoint7and199 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T34 1 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:36 Page: 1 ID:hr_8886ES5wgXlzsfgONCWzoTYg-iWvyL73MOW0r9FPrC8R?RN4_S5AJ5dUVjYNuoTy lbLf DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 =6x6 =4x4 3x4 7 6 5 1 2 43 W1 T1 T2 W4 B1 W2 W3 0-1-11 Scale = 1:29 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)0.125-6>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)0.095-6>999240 TCDL 10.0 RepStress Incr YES WB 0.26 Horz(CT)-0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:41 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4. BOT CHORD Rigid ceilingdirectlyappliedor7-8-13ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=388/0-6-0,(min.0-1-8),7=459/0-4-0,(min.0-1-8) Max Horiz7=111(LC16) Max Uplift5=-208(LC13),7=-158(LC13) Max Grav5=472(LC37),7=610(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-544/463,2-8=-438/500,8-9=-421/502,3-9=-390/521 BOT CHORD 7-12=-508/317,12-13=-508/317,6-13=-508/317,6-14=-493/314,14-15=-493/314,5-15=-493/314 WEBS 3-6=-319/194,3-5=-321/531 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to4-10-0,Exterior(2E)4-10-0 to9-0-15, Interior(1)9-0-15 to10-2-4 zone; cantilever leftexposed ; end vertical leftexposed; porchleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding158 lbupliftatjoint7and208 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T35 1 12005532-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:36 Page: 1 ID:6nIPcEARk70B4Himp8z0n4zoTXI-iWvyL73MOW0r9FPrC8R?RN40_5AT5dWVjYNuoTy lbLf DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 4x4 1.5x4 =6x6 =3x8 1.5x4 =3x4 3x4 9 8 7 6 1 2 4 53 W1 T1 T2 W4 B1 W5W2W3W4 0-1-11 Scale=1:26.7 PlateOffsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.64 Vert(LL)0.077-8>999360 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.087-8>999240 TCDL 10.0 RepStress Incr NO WB 0.30 Horz(CT)0.006n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:42 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=424/0-6-0,(min.0-1-8),9=496/0-4-0,(min.0-1-8) Max Horiz9=68(LC52) Max Uplift6=-311(LC9),9=-302(LC9) Max Grav6=523(LC33),9=589(LC34) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-9=-489/252,2-3=-452/338,3-10=-618/391,4-10=-621/391,4-11=-618/390,11-12=-618/390,5-12=-618/390, 5-6=-492/289 BOTCHORD 8-9=-292/358,8-13=-292/362,7-13=-292/362 WEBS 5-7=-442/699,3-7=-132/298,4-7=-399/199 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;cantilever left exposed ; endvertical leftexposed;porch leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding302 lbupliftat joint9and311 lbupliftat joint6. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong thetopand/orbottom chord. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)55 lbdownand146 lbupat2-10-0,41lbdownand51 lbupat4-10-12, and41 lbdownand51 lbupat6-10-12,and41 lbdownand51 lbupat8-10-12on top chord,and56 lbdownand82 lbupat2-10-0,16 lbdownand34lbupat4-10-12, and16 lbdownand34 lbupat6-10-12,and16 lbdownand34 lbupat8-10-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityof others. 12)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-5=-61,6-9=-20 ConcentratedLoads(lb) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot24 T36 1 12005532-12T Jack-ClosedGirder Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:36 Page: 1 ID:tsqIQbhnr1IE7kvrHzjsUxzoTWe-iWvyL73MOW0r9FPrC8R?RN4?958Q5dxVjYNuoTylbLf Continuedonpage 2 DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Vert:3=-18(F),8=0(F),10=-9(F),11=-9(F),12=-9(F),13=-3(F),14=-3(F),15=-3(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 T36 1 12005532-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.FriAug2115:48:36 Page: 2 ID:tsqIQbhnr1IE7kvrHzjsUxzoTWe-iWvyL73MOW0r9FPrC8R?RN4?958Q5dxVjYNuoTylbLf DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 3x4 1 3 2 T1 W1 B1 Scale = 1:25.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=139/4-0-11,(min.0-1-8),3=139/4-0-11,(min.0-1-8) Max Horiz1=125(LC13) Max Uplift1=-17(LC16),3=-70(LC16) Max Grav1=180(LC22),3=200(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-181/252 BOT CHORD 1-3=-283/248 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to3-11-4 zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding70 lbupliftat joint3and17 lbupliftat joint1. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V01 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:36 Page: 1 ID:zudrfweVTK6M3FI7rZf1QKzoWPK-iWvyL73MOW0r9FPrC8R?RN46O5BL5hdVjYNuoTy lbLf DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 3x4 1 3 2 T1 W1 B1 Scale = 1:18.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-10-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=96/2-10-5,(min.0-1-8),3=96/2-10-5,(min.0-1-8) Max Horiz1=84(LC13) Max Uplift1=-13(LC16),3=-48(LC16) Max Grav1=133(LC22),3=133(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding48 lbupliftat joint3and13 lbupliftat joint1. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V02 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:37 Page: 1 ID:vGlb4cfm?yM3JZSWz_iVVlzoWPI-BiTKYT4_9q8inP_1mryE_bdJLVZlq8seyC7RKvylbLe DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 3x4 1 3 2 T1 W1 B1 Scale = 1:15.2 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.03 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:5 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=54/1-7-14,(min.0-1-8),3=54/1-7-14,(min.0-1-8) Max Horiz1=43(LC13) Max Uplift1=-8(LC16),3=-26(LC16) Max Grav1=69(LC22),3=69(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding26 lbupliftat joint3and8 lbupliftat joint1. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V03 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:37 Page: 1 ID:rfsMVIh0XZcnYtbu4OkzaAzoWPG-BiTKYT4_9q8inP_1mryE_bdKSVbAq8seyC7RKvylbLe DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 3x4 1 3 2 T1 W1 B1 Scale = 1:14.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:5 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=71/2-1-13,(min.0-1-8),3=71/2-1-13,(min.0-1-8) Max Horiz1=35(LC13) Max Uplift1=-18(LC16),3=-27(LC16) Max Grav1=89(LC22),3=89(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Bearingat joint(s)3considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding18 lbupliftat joint1and27 lbupliftat joint3. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Gapbetween insideof topchordbearingand firstdiagonalor vertical web shallnotexceed0.500in. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V04 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:37 Page: 1 ID:kQ6tLgkXao6D1UvgJEpvl0zoWPC-BiTKYT4_9q8inP_1mryE_bdKHVbvq8seyC7RKvylbLe DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3 12 6 12 5x6 3x4 3x4 1 4 2 3 T1 T2 W1 B1 ST1 Scale =1:22.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.85 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.024n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-2-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=228/9-2-11,(min.0-1-8),4=-67/9-2-11,(min.0-1-8), 5=481/9-2-11,(min.0-1-8) MaxHoriz1=107(LC16) MaxUplift1=-63(LC12),4=-98(LC22),5=-151(LC16) Max Grav1=278(LC22),4=36(LC12),5=597(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-8=-831/479,1-8=-816/482 BOTCHORD 1-5=-667/801 WEBS 2-5=-244/275 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-1-0 to3-1-0,Exterior(2N)3-1-0 to9-1-15 zone; cantilever leftexposed ; endverticalleftexposed;C-Cformembersand forces&MWFRS forreactions shown; Lumber DOL=1.60plategrip DOL=1.60 2)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)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;Min. flatroofsnow loadgoverns. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studsspacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding98 lbupliftatjoint4,63lbupliftat joint1and151lbupliftat joint5. 9)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 ClayLot24 V05 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:37 Page: 1 ID:KC3tYijzG_Ras4AQ6SH74JzoWNw-BiTKYT4_9q8inP_1mryE_bdBWVORq7YeyC7RKvylbLe DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1012 3x4 3x4 1 5 2 4 3 T1 T2 W1 B1 ST2 ST1 Scale = 1:34.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:44 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-9-13. (lb)-Max Horiz1=222(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,6except7=-252(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=319(LC 29),7=430(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-324/404 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to8-0-2,Corner(3R)8-0-2 to11-0-2,Exterior(2N)11-0-2 to11-8-6 zone;cantileverleftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)5,1,6except(jt=lb)7=252. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V06 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:37 Page: 1 ID:h9slbPn55W4tzs3Ov0sJmMzoWNr-BiTKYT4_9q8inP_1mryE_bdFtVa_q5qeyC7RKvylbLe DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1012 =4x4 3x4 3x4 1 5 2 4 3 T1 T2 W1 B1 ST2 ST1 Scale = 1:31.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:38 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-7-6. (lb)-Max Horiz1=181(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,6except7=-219(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=325(LC 29),7=368(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-297/400 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to2-9-11,Exterior(2N)2-9-11 to6-9-11, Corner(3R)6-9-11 to9-9-11,Exterior(2N)9-9-11 to10-5-15 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)5,1,6except(jt=lb)7=219. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V07 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:37 Page: 1 ID:dY_W05pMd8KbC9Cm1QvnsnzoWNp-BiTKYT4_9q8inP_1mryE_bdFtVa8q6jeyC7RKvylbLe DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =4x4 3x4 3x4 1 5 2 4 3 T1 T2 W1 B1 ST2 ST1 Scale = 1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:31 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings9-5-0. (lb)-Max Horiz1=139(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,6except7=-207(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=321(LC 29),7=346(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-342/510 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-5 to3-0-5,Exterior(2N)3-0-5 to5-7-5,Corner(3R)5-7-5 to8-7-5,Exterior(2N)8-7-5 to9-3-9 zone; cantilever leftandrightexposed;end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5,6except(jt=lb)7=207. 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 ClayLot24 V08 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:38 Page: 1 ID:17gee7rEw3iA3dxLiZSUTQzoWNm-fu1jmp5cw7GZOZYEJZTTWoAQdvwLZZfnAss?tLylbLd DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =4x4 1 3 2 T1 T2 B1 ST1 Scale = 1:24.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:25 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings8-3-12. (lb)-Max Horiz1=94(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,3,5except4=-161(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,3,5except4=525(LC 22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-356/195 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to4-4-14,Exterior(2R)4-4-14 to7-4-14, Interior(1)7-4-14 to8-2-14zone;cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)3,1,3except(jt=lb)4=160. 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 ClayLot24 V09 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:38 Page: 1 ID:u_3djwmttqrKVw0ifEghrLzoUTD-fu1jmp5cw7GZOZYEJZTTWoARLvttZaSnAss?tLylbLd DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:23.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-4-6ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=43/6-4-6,(min.0-1-8),3=43/6-4-6,(min.0-1-8),4=364/6-4-6, (min.0-1-8) Max Horiz1=-67(LC12) Max Uplift3=-8(LC12),4=-105(LC16) Max Grav1=78(LC22),3=78(LC23),4=411(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-277/305 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding8lbupliftat joint3and105 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V10 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:38 Page: 1 ID:WblSQH3XgbzcDOJplLniCDzoWNU-fu1jmp5cw7GZOZYEJZTTWoATcvvMZaenAss?tLylbLd DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:20.5 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=140/3-11-10,(min.0-1-8),3=140/3-11-10,(min.0-1-8) Max Horiz1=-40(LC12) Max Uplift1=-30(LC16),3=-30(LC17) Max Grav1=165(LC22),3=165(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding30 lbupliftat joint1and30 lbupliftat joint3. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V11 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:38 Page: 1 ID:SztCry5nCCDKThTBtmpAHezoWNS-fu1jmp5cw7GZOZYEJZTTWoAUDvwgZb6nAss?tLylbLd DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x4 =3x4 1 11 2 10 3 9 5 6 74 8 T1 T2 T1 B1 B2 ST3ST3 ST2 ST1 ST3 ST2 ST1 0-1-11 Scale =1:54.1 Plate Offsets(X,Y):[4:0-2-0,Edge], [8:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.0111n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):4-8. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings30-0-0. (lb)-MaxHoriz1=-83(LC21) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,14,17except12=-119(LC 17),13=-114(LC17),15=-103(LC12),18=-118(LC16), 19=-121(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,11except12=430(LC 40),13=412(LC40),14=381(LC39),15=448(LC39),17=381 (LC39),18=412(LC40),19=430(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 6-15=-367/163,5-17=-300/112,3-18=-335/170,2-19=-330/206,7-14=-300/111,9-13=-335/171,10-12=-330/206 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to9-6-8, Corner(3R)9-6-8 to12-6-8,Exterior(2N)12-6-8to20-6-8, Corner(3R)20-6-8 to23-6-8,Exterior(2N)23-6-8 to30-0-8 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,17,14except(jt=lb)15=103,18=117,19=120,13=113, 12=118. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V12 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:38 Page: 1 ID:hUf1egv9nnNRQ1xKDNK03zzoYRO-fu1jmp5cw7GZOZYEJZTTWoAS?vwYZZgnAss?tLylbLd DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x4 =3x4 1 9 82 73546 T1 T2 T1 B1 B2 ST3ST2 ST1 ST2 ST1 Scale =1:48.1 Plate Offsets(X,Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.0010n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:79 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(10-0-0max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings26-0-0. (lb)-MaxHoriz1=83(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,9,11,12,14except 10=-174(LC17),15=-174(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=562(LC 40),11=388(LC40),12=472(LC39),14=388(LC40),15=562 (LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-20=-105/294,2-3=-11/264,7-8=0/264,8-23=-93/294 WEBS 5-12=-385/145,3-14=-329/129,2-15=-416/237,7-11=-329/133,8-10=-416/237 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to9-6-8, Corner(3R)9-6-8 to12-6-8,Exterior(2N)12-6-8to16-6-8, Corner(3R)16-6-8 to19-6-8,Exterior(2N)19-6-8 to26-0-8 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,9,12,14,11except(jt=lb)15=173,10=173. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V13 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:39 Page: 1 ID:Q?63FstMSyoWigBrUxZzQ0zoVul-75b5z95EhROQ0j7QtG_i30ibrIEII0oxPWcYPo ylbLc DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x4 =3x4 1 9 82 73 54 6 T1 T2 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 0-1-11 Scale =1:42.2 Plate Offsets(X,Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.009n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:65 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, except 2-0-0ocpurlins(6-0-0max.):4-6. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings22-0-0. (lb)-MaxHoriz1=-83(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,12except10=-119(LC 17),11=-117(LC17),13=-120(LC16),15=-122(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=430(LC 40),11=409(LC40),12=312(LC39),13=409(LC40),15=430 (LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-13=-332/172,2-15=-331/207,7-11=-332/174,8-10=-331/207 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to9-6-8, Corner(3E)9-6-8 to12-6-8, Corner(3R)12-6-8 to15-6-8,Exterior(2N)15-6-8 to22-0-8 zone; cantilever leftandright exposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,12except(jt=lb)13=119,15=121,11=116,10=119. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V14 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:39 Page: 1 ID:JxZ_ekZAUzRfVBulhL4o5YzoVsZ-75b5z95EhROQ0j7QtG_i30ieTIGmI1qxPWcYPo ylbLc DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 =4x4 1.5x4 1 5 2 4 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale =1:34.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.009n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:51 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings18-0-0. (lb)-MaxHoriz1=-80(LC21) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5,7except6=-177(LC 17),9=-178(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=464(LC 23),7=400(LC2),9=464(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-7=-349/123,2-9=-343/267,4-6=-343/266 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to9-0-8, Corner(3R)9-0-8 to12-0-8,Exterior(2N)12-0-8to18-0-8 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 withstanding100 lbupliftatjoint(s)1,5,7except(jt=lb)9=177,6=176. 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 ClayLot24 V15 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:39 Page: 1 ID:gvNthRdJIV3xbynjUugzobzoVsU-75b5z95EhROQ0j7QtG_i30ic3IFYI09xPWcYPo ylbLc DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 =4x4 1.5x4 1 5 42 3 T1 T1 B1 ST2 ST1 ST1 Scale =1:29 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.005n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:38 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings14-0-0. (lb)-MaxHoriz1=62(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5,7except6=-136(LC 17),8=-137(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=381(LC 23),7=309(LC2),8=381(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 2-8=-310/262,4-6=-310/262 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to7-0-8, Corner(3R)7-0-8 to10-0-8,Exterior(2N)10-0-8to14-0-8 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 withstanding100 lbupliftatjoint(s)1,5,7except(jt=lb)8=136,6=135. 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 ClayLot24 V16 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.FriAug2115:48:39 Page: 1 ID:cHUd67eZq6JfrGw6bJiRu0zoVsS-75b5z95EhROQ0j7QtG_i30idJIGmI16xPWcYPo ylbLc DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale =1:23 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.33 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:25 lbFT = 20% LUMBER TOPCHORD2x4SPFNo.2 BOTCHORD2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigidceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduringtrusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=31/10-0-0,(min.0-1-8),3=31/10-0-0,(min.0-1-8), 4=645/10-0-0,(min.0-1-8) Max Horiz1=43(LC20) Max Uplift1=-29(LC23),3=-29(LC22),4=-148(LC16) Max Grav1=86(LC22),3=86(LC23),4=729(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 1-10=-282/354,2-10=-273/398,2-11=-271/398,3-11=-281/354 BOTCHORD 1-4=-322/355,3-4=-322/355 WEBS 2-4=-538/453 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to5-0-8, Corner(3R)5-0-8 to8-0-8,Exterior(2N)8-0-8to10-0-8 zone;cantilever leftandrightexposed ; end vertical leftandright exposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; 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 fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding29 lbupliftat joint1,29 lbupliftat joint3and148 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V17 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.FriAug2115:48:40 Page: 1 ID:1sAmk9hR71hEijfgHSG8VfzoVsP-bH9TBV6sSlWHeticR_VycDFmViXP1SQ4eAL5xEylbLb DE Job# 76585-W1 Dansco Engineering, LLC Date: 08/24/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:19.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:14 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=52/6-0-0,(min.0-1-8),3=52/6-0-0,(min.0-1-8),4=320/6-0-0, (min.0-1-8) Max Horiz1=-25(LC17) Max Uplift1=-18(LC16),3=-23(LC17),4=-66(LC16) Max Grav1=85(LC22),3=85(LC23),4=362(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-227/260 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding18 lbupliftat joint1,23 lbupliftatjoint3and66 lbupliftat joint4. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot24 V18 1 12005532-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriAug2115:48:40 Page: 1 ID:RRrvNAjKQy3pZBOFyapr7HzoVsM-bH9TBV6sSlWHeticR_VycDFqjibY1TM4eAL5xEylbLb