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HomeMy WebLinkAbout42240014 - WWC 14 - 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: 2005621-12T 87 truss design(s) 77007-W1 09/14/2020 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 # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=18/Mechanical,(min.0-1-8),4=11/Mechanical,(min.0-1-8), 5=184/0-6-0,(min.0-1-8) Max Horiz5=71(LC13) Max Uplift3=-42(LC16),4=-11(LC13),5=-15(LC16) Max Grav3=36(LC30),4=32(LC7),5=269(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to1-11-14 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint5,11 lbupliftat joint4and42 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 ClayLot14 J01 6 12005621-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:05 Page: 1 ID:Yxb7UC1pDL1V5qc?mqPD4Pyd66k-u3P6rQg4WQpcXGHeNSvG3j5DCi4wefhxugcMozydlZ8 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.7312 2x4 1.5x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-3-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=-10/Mechanical,(min.0-1-8),4=-2/Mechanical,(min. 0-1-8),5=151/0-9-6,(min.0-1-8) Max Horiz5=69(LC11) Max Uplift3=-61(LC16),4=-16(LC27),5=-44(LC12) Max Grav3=36(LC8),4=24(LC7),5=245(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftexposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding44 lbupliftat joint5,61 lbupliftatjoint3and16 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=-29(F=11,B=11),5=0(F=10,B=10)-to-4=-12(F=4,B=4) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 J02 1 12005621-12T Jack-Open Girder Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:05 Page: 1 ID:znphh2HMVUYfUu8rx1lvudyd66Q-u3P6rQg4WQpcXGHeNSvG3j5Dbi4YefhxugcMozydlZ8 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x6 5 4 1 2 3 W1 T1 B1 Scale = 1:28.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)0.10 4-5 >569 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)0.08 4-5 >693 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.17 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:17 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-1-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-8-4ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=107/Mechanical,(min.0-1-8),4=55/Mechanical,(min. 0-1-8),5=239/0-6-0,(min.0-1-8) Max Horiz5=178(LC16) Max Uplift3=-138(LC16),4=-20(LC16) Max Grav3=182(LC23),4=91(LC7),5=289(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-257/107 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-11-12 to2-0-4, Interior(1)2-0-4 to5-0-4 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding138 lbupliftatjoint3and20 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 ClayLot14 J03 25 12005621-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:06 Page: 1 ID:K08?IZY9KFJX7Hp4Ee93nGyd664-MFzU2mhiHkxT9Qsqw9QVcweIw6HEN6x57KLwKQydlZ7 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 2x4 3x8 8 7 1 6 5 2 3 4 W1 T1 B1 B2 B3 W2 Scale = 1:30.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)0.09 5-6 >620 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.44 Vert(CT)-0.08 5-6 >693 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.09 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:22 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-1-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=102/Mechanical,(min.0-1-8),5=64/Mechanical,(min. 0-1-8),8=236/0-6-0,(min.0-1-8) Max Horiz8=179(LC16) Max Uplift4=-116(LC16),5=-41(LC16) Max Grav4=166(LC23),5=85(LC30),8=286(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-0-11-12 to2-3-2, Interior(1)2-3-2 to5-0-4 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 tobearingplatecapableofwithstanding116 lbupliftat joint4and41 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 ClayLot14 J04 3 12005621-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:06 Page: 1 ID:zbOzOUuLV9zQ6kXeQEAsSNyd65d-MFzU2mhiHkxT9Qsqw9QVcweMk6LBN6x57KLwKQydlZ7 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =4x6 3x8 5 4 1 2 3 W1 T1 B1 Scale = 1:23.7 Plate Offsets(X,Y):[2:0-4-11,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.48 Vert(LL)0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)0.03 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.07 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=58/Mechanical,(min.0-1-8),4=28/Mechanical,(min.0-1-8), 5=166/0-6-0,(min.0-1-8) Max Horiz5=107(LC16) Max Uplift3=-91(LC16),4=-34(LC13) Max Grav3=99(LC23),4=52(LC7),5=225(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-0-11-12 to2-0-4, Interior(1)2-0-4 to2-10-12 zone;cantilever leftexposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding91 lbupliftat joint3and34 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 ClayLot14 J05 2 12005621-12T Jack-Open Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:06 Page: 1 ID:KZBsRByUJhcjCVQcDnm19Ryd65Y-MFzU2mhiHkxT9Qsqw9QVcweKr6NAN6x57KLwKQydlZ7 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x6 =4x4 5 4 1 2 3 W1 T1 B1 Scale = 1:22.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.39 Vert(LL)0.01 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT)0.01 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.04 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-3-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=38/Mechanical,(min.0-1-8),4=19/Mechanical,(min.0-1-8), 5=146/0-3-8,(min.0-1-8) Max Horiz5=86(LC13) Max Uplift3=-73(LC16),4=-34(LC13) Max Grav3=64(LC30),4=39(LC7),5=205(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding73 lbupliftat joint3and34 lbupliftat joint4. 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 ClayLot14 J06 1 12005621-12T Jack-Open Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:06 Page: 1 ID:wXZaxoKw0DVJQGHZXopIwzyd653-MFzU2mhiHkxT9Qsqw9QVcweLF6OQN6x57KLwKQydlZ7 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 =3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:24.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor1-2-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=2/Mechanical,(min.0-1-8),4=5/Mechanical,(min.0-1-8), 5=125/0-3-8,(min.0-1-8) Max Horiz5=66(LC13) Max Uplift3=-44(LC16),4=-40(LC13),5=-4(LC12) Max Grav3=28(LC14),4=28(LC14),5=180(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding40 lbupliftat joint4,44 lbupliftatjoint3and4 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 J07 1 12005621-12T Jack-Open Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:06 Page: 1 ID:11sVgEU4yD8TUGn3o1YMyiyd64s-MFzU2mhiHkxT9Qsqw9QVcweNU6Q9N6x57KLwKQydlZ7 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.7312 3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:24.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)0.07 4-5 >855 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(CT)0.06 4-5 >954 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.07 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:16 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-11-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=87/Mechanical,(min.0-1-8),4=35/Mechanical,(min.0-1-8), 5=157/0-5-1,(min.0-1-8) Max Horiz5=92(LC16) Max Uplift3=-115(LC12),4=-69(LC9),5=-132(LC30) Max Grav3=137(LC19),4=79(LC7),5=221(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftexposed ; 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 tobearingplatecapableofwithstanding132 lbupliftatjoint5,115 lbupliftatjoint3and69 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)77 lbdownand166lbupat1-7-3,and82 lbdownand38 lbupat2-2-5, and83 lbdownand73 lbupat4-0-4on top chord,and24 lbdownand37 lbupat1-7-3,and32 lbdownand45 lbupat2-2-5,and12 lbdownand45 lbupat4-0-4on bottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:6=43,8=-15,9=1,10=1,11=0 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-21(F=15,B=15),6=-21(F=15,B=15)-to-7=-28(F=11,B=11),7=-28(F=11,B=11)-to-8=-52(F=0,B=0),8=-52(F=0,B=0)-to-3=-63 (F=-6,B=-6),5=0(F=10,B=10)-to-9=-8(F=6,B=6),9=-8(F=6,B=6)-to-10=-11(F=5,B=5),10=-11(F=5,B=5)-to-11=-20(F=0,B=0),11=-20(F=0,B=0)-to-4=-25 (F=-2,B=-2) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 J08 1 12005621-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:06 Page: 1 ID:aetOAL5RAaRNUycgjXS4zFyd644-MFzU2mhiHkxT9Qsqw9QVcweNL6OlN6x57KLwKQydlZ7 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 3x4 =2x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor1-3-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=-22/Mechanical,(min.0-1-8),4=0/Mechanical,(min.0-1-8), 5=182/0-3-8,(min.0-1-8) Max Horiz5=61(LC13) Max Uplift3=-69(LC22),4=-33(LC13),5=-19(LC16) Max Grav3=11(LC12),4=20(LC14),5=260(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding33 lbupliftat joint4,69 lbupliftatjoint3and19 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 J09 1 12005621-12T Jack-Open Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:07 Page: 1 ID:_hVgfkj?U2YnGBkjPWOpDjyd64Z-qRXtG6iL213KmaR0Utxk88AYrWl06ZAEM_5TtsydlZ6 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 MT18HS5x12 5 4 1 2 3 W1 T1 B1 Scale = 1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.83 Vert(LL)0.07 4-5 >743 240 MT18HS 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.56 Vert(CT)0.06 4-5 >907 180 MT20 197/144 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.15 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-8-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=101/Mechanical,(min.0-1-8),4=49/Mechanical,(min. 0-1-8),5=222/0-6-0,(min.0-1-8) Max Horiz5=165(LC16) Max Uplift3=-134(LC16),4=-14(LC16) Max Grav3=174(LC23),4=86(LC7),5=276(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-0-11-12 to2-0-4, Interior(1)2-0-4 to4-7-4 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)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding134 lbupliftatjoint3and14 lbupliftat joint4. 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 ClayLot14 J10 23 12005621-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:07 Page: 1 ID:6?Nt5dV8Pjchx0d09yYppDyd63Z-qRXtG6iL213KmaR0Utxk88AQ6WeV6ZAEM_5TtsydlZ6 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 5x6 3x5 5 4 1 2 3 W1 T1 B1 Scale = 1:24.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)0.02 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.08 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:12 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-4-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=68/Mechanical,(min.0-1-8),4=32/Mechanical,(min.0-1-8), 5=178/0-6-0,(min.0-1-8) Max Horiz5=120(LC16) Max Uplift3=-101(LC16),4=-17(LC16) Max Grav3=117(LC23),4=60(LC7),5=232(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)-0-11-12 to2-0-4, Interior(1)2-0-4 to3-3-5 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)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 lbupliftatjoint3and17 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 ClayLot14 J11 1 12005621-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:07 Page: 1 ID:PLIWZ0aXmsUiH5fM3wASbhyd63S-qRXtG6iL213KmaR0Utxk88ATsWhK6ZAEM_5TtsydlZ6 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x5 5 4 1 2 3 W1 T1 B1 Scale = 1:22.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor1-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=30/Mechanical,(min.0-1-8),4=15/Mechanical,(min.0-1-8), 5=138/0-6-0,(min.0-1-8) Max Horiz5=80(LC13) Max Uplift3=-66(LC16),4=-22(LC16) Max Grav3=54(LC30),4=38(LC14),5=205(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(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 tobearingplatecapableofwithstanding22 lbupliftat joint4and66 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 ClayLot14 J12 1 12005621-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:07 Page: 1 ID:H6X1PNd2p5_7miz7ImEOlXyd63O-qRXtG6iL213KmaR0Utxk88AX8Wj_6ZAEM_5TtsydlZ6 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.7312 =3x4 3x8 5 4 1 2 3 W1 T1 B1 Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.64 Vert(LL)0.22 4-5 >416 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.57 Vert(CT)-0.28 4-5 >330 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.13 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:30 lb FT=20% LUMBER TOP CHORD 2x6SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=316/Mechanical,(min.0-1-8),4=109/Mechanical,(min. 0-1-8),5=333/0-9-6,(min.0-1-8) Max Horiz5=168(LC12) Max Uplift3=-293(LC12),4=-3(LC12),5=-118(LC30) Max Grav3=361(LC19),4=163(LC7),5=350(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-291/112 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end vertical 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 tobearingplatecapableofwithstanding118 lbupliftat joint5,293lbupliftatjoint3and3 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)85 lbdownand65 lbupat3-5-7,and122 lbdownand87 lbupat4-7-0, and110 lbdownand102 lbupat5-10-12on top chord,and28 lbdownand32 lbupat3-5-7,and25 lbdownand23 lbupat4-7-0,and34 lbdownand32 lbupat5-10-12 onbottom chord.Thedesign/selectionofsuch connectiondevice(s)is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:8=-36,9=-55,10=0,11=-4,12=-13 TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-40(F=5,B=5),6=-40(F=5,B=5)-to-7=-44(F=3,B=3),7=-44(F=3,B=3)-to-8=-59(F=-4,B=-4),8=-59(F=-4,B=-4)-to-9=-75 (F=-12,B=-12),9=-75(F=-12,B=-12)-to-3=-101(F=-25,B=-25),5=0(F=10,B=10)-to-10=-17(F=2,B=2),10=-17(F=2,B=2)-to-11=-23(F=-1,B=-1),11=-23(F=-1,B=-1)-to-12=-29(F=-5,B=-5),12=-29(F=-5,B=-5)-to-4=-40(F=-10,B=-10) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 J13 1 12005621-12T DiagonalHip Girder Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:07 Page: 1 ID:X66ssGxMh4GRtiy7qEiVp0yd63_-qRXtG6iL213KmaR0Utxk88AT4WeM6ZAEM_5TtsydlZ6 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 =3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:21.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)0.02 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-8-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=71/Mechanical,(min.0-1-8),4=33/Mechanical,(min.0-1-8), 5=225/0-6-0,(min.0-1-8) Max Horiz5=97(LC16) Max Uplift3=-78(LC16),4=-4(LC16),5=-14(LC16) Max Grav3=119(LC23),4=65(LC7),5=308(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-275/147 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to3-7-11 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding14 lbupliftat joint5,78 lbupliftatjoint3and4 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 ClayLot14 J14 1 12005621-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:07 Page: 1 ID:ihD91Pfw60MidAii_vo5NAyd63L-qRXtG6iL213KmaR0Utxk88AXcWjq6ZAEM_5TtsydlZ6 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =2x4 =4x4 1.5x4 1.5x4 =4x4 1.5x4 71 10 9 8 62 4 53 T1 T2 T1 B1 ST2ST1 ST1 Scale =1:24.3 Plate Offsets(X,Y):[2:0-2-1,0-1-0], [6:0-2-1,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horz(CT)n/a -n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:26 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings9-2-12. (lb)-MaxHoriz2=-31(LC14),11=-31(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,8,9,10,11,15 Max GravAllreactions250(lb)or lessat joint(s)2,6,8,10,11,15except 9=513(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-9=-436/214 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-2-14 to1-8-8, Corner(3R)1-8-8 to4-8-8,Exterior(2N)4-8-8 to8-9-11,Corner(3E)8-9-11 to10-3-5 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 consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat3-8-6oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,6,9,10,8,2,6. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P01 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S 0Mar102020Print:8.400 SApr72020MiTekIndustries,Inc.Mon Sep1410:44:08 Page: 1 ID:i50TZN?ZLEA2jh7RwB9Z9_yd6U1-Ie4FTSizpLBBOk0D2aSzhLjjbv5Fr?sNaeq0PIydlZ5 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 62 43 5 T1 T2 T1 B1 ST1 Scale =1:23.5 Plate Offsets(X,Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:27 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings9-2-12. (lb)-MaxHoriz2=60(LC15),9=60(LC15) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,8,9,13 Max GravAllreactions250(lb)or lessat joint(s)except2=330(LC41), 6=330(LC41),8=378(LC40),9=330(LC41),13=330(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-252/155,5-6=-252/155 WEBS 4-8=-272/135 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-2-14 to3-1-4, Corner(3R)3-1-4 to6-1-4,Exterior(2N)6-1-4 to7-4-14, Corner(3E)7-4-14 to10-3-5 zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;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 consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,6,8,2,6. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P02 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S 0Mar102020Print:8.400 SApr72020MiTekIndustries,Inc.Mon Sep1410:44:08 Page: 1 ID:qgP5Z4zMG7NZx8p0Ai6Zx3yd6Sm-Ie4FTSizpLBBOk0D2aSzhLjlov4Xr0VNaeq0PIydlZ5 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =4x6 =3x4 1.5x4 =3x4 =4x6 1 7 8 2 6 4 53 T1 T2 T1 B1 ST1 Scale = 1:26.5 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.50 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.03 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:29 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings9-2-12. (lb)-Max Horiz2=-91(LC14),9=-91(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,6,9,13 Max GravAllreactions250(lb)or lessat joint(s)except2=392(LC41), 6=392(LC41),8=283(LC41),9=392(LC41),13=392(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-16=-325/142,6-19=-325/142 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-2-14 to3-2-14,Exterior(2N)3-2-14 to4-6-1,Corner(3E)4-6-1 to6-0-1,Corner(3R)6-0-1 to9-0-1,Exterior(2N)9-0-1 to10-3-5 zone; cantilever leftandright exposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)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)2,6,2,6. 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. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P03 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:08 Page: 1 ID:0oZFsr6GhVm?lq97JWo8tOyd6Sb-Ie4FTSizpLBBOk0D2aSzhLjj7v?gr0zNaeq0PIydlZ5 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x4 =3x4 =3x4 =3x4 141 22 21 20 1918 17 16 15 2 13 4 5 6 7 8 9 10 11 123 T1 T2 T3 T1B1B2 ST1ST1ST1ST1 ST1 ST1 ST1 Scale =1:56.3 Plate Offsets(X,Y):[3:0-2-0,Edge], [12:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.00 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:76 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordancewithStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=-31(LC14),23=-31(LC14) Max UpliftAlluplift100(lb)or lessatjoint(s)2,13,15,16,17,18,20,21,22,23,26 Max GravAllreactions250(lb)or lessat joint(s)2,13,23,26except 15=392(LC40),16=458(LC40),17=409(LC40),18=324(LC1),20=409(LC40),21=458(LC40),22=392(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. WEBS 6-20=-328/114,5-21=-377/121,4-22=-311/102,9-17=-328/114,10-16=-377/120,11-15=-311/100 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-3-11 to2-5-6, Corner(3R)2-5-6 to5-5-14,Exterior(2N)5-5-14 to29-7-10, Corner(3E)29-7-10 to31-9-6 zone;cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loadsin theplaneof the trussonly.For studsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snow loadshavebeen consideredfor thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing.10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100lbupliftatjoint(s)2,18,20,21,22,17,16,15,13,2,13. 13)This truss is designed inaccordance with the2018 InternationalResidential CodesectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.14)SeeStandard IndustryPiggybackTrussConnectionDetail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 P04 1 12005621-12T Piggyback JobReference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.MonSep1410:44:09 Page: 1 ID:elnWziX_u7gtNyKOAX5ef1zT9Vs-mqedhojbafJ20ubPcIzCEZFvzJR9aSRXpIaaxlydlZ4 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x4 =3x4 141 22 21 20 1918 17 16 15 2 13 3 12 5 6 7 8 9 10 114 T1 T2 T3 T1 B1 B2 ST2ST2ST2ST1 ST2 ST2 ST1 Scale=1:55.2 Plate Offsets(X,Y):[4:0-2-0,Edge], [11:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.11 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:90 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-MaxHoriz2=-74(LC14),23=-74(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,13,15,16,17,18,20,21, 22,23,26MaxGravAllreactions250(lb)or lessatjoint(s)2,13,23,26except 15=364(LC41),16=430(LC40),17=445(LC40),18=440(LC 40),20=445(LC40),21=430(LC40),22=364(LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. WEBS 7-18=-360/115,6-20=-365/117,5-21=-349/112,3-22=-262/107,8-17=-365/117,10-16=-349/111,12-15=-262/100 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-3-11 to3-4-3,Exterior(2N)3-4-3 to5-3-11, Corner(3R)5-3-11 to8-4-2,Exterior(2N)8-4-2 to26-9-6, Corner(3R)26-9-6 to29-9-13,Exterior(2N)29-9-13 to31-9-6 zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandardIndustry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; 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)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studsspacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 12)Providemechanicalconnection(byothers)of truss tobearingplate capableofwithstanding100lbupliftatjoint(s)2,18,20,21,22,17,16,15,13,2,13. 13)This truss isdesigned inaccordance with the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P05 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:09 Page: 1 ID:lo7Irm6TqabCWAQQQvRg3xzT9V7-mqedhojbafJ20ubPcIzCEZFvIJR0aSGXpIaaxlydlZ4 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 =3x4 =6x6 =6x6 =3x4 111 19 18 17 1615 14 13 12 102 93 5 6 7 84 T1 T2 T1 B1 B2 ST3ST3ST2 ST1 ST3 ST2 ST1 Scale=1:55.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:100lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizerInstallationguide.REACTIONS Allbearings30-4-12. (lb)-MaxHoriz2=-118(LC14),20=-118(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,10,13,14,15,17,18,20, 23except12=-139(LC17),19=-140(LC16) Max GravAllreactions250(lb)or lessatjoint(s)2,10,20,23except 12=474(LC41),13=292(LC41),14=468(LC40),15=430(LC40),17=468(LC40),18=292(LC41),19=474(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexceptwhen shown. WEBS 6-15=-350/111,5-17=-387/128,3-19=-384/177,7-14=-387/128,9-12=-384/176 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-3-11 to3-4-3,Exterior(2N)3-4-3 to8-1-15, Corner(3R)8-1-15 to11-2-7,Exterior(2N)11-2-7 to23-11-1, Corner(3R)23-11-1 to26-11-9,Exterior(2N)26-11-9 to31-9-6 zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed to wind(normal tothe face),seeStandard Industry GableEnd Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)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 toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottomchordbearing. 10)Gable studsspacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100lbupliftat joint(s)2,15,17,18,14,13,10,2,10except(jt=lb)19=139, 12=138. 13)This truss is designed inaccordancewith the2018 International Residential Code sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P06 1 12005621-12T Piggyback JobReference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.MonSep1410:44:10 Page: 1 ID:LUzanZHFXtMDCKU6FrhyduzT9Uv-F0C?u8kDLyRvd1Ab9?URmmo4PjnYJtRg2yJ7TBydlZ3 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 =3x4 =3x4 131 21 20 19 18 17 16 15 14 2 12 113 104 6 7 8 95 T1 T2 T1 B1 B2 ST3ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:55.5 Plate Offsets(X,Y):[5:0-2-0,Edge], [9:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.28 Horz(CT)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:107 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=-161(LC14),22=-161(LC14) Max UpliftAlluplift100(lb)or lessatjoint(s)16,17,19except14=-128(LC17),15=-107(LC17),20=-111(LC16),21=-127(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,12,22,25except 14=436(LC41),15=432(LC41),16=371(LC40),17=468(LC 40),19=371(LC40),20=432(LC41),21=436(LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 7-17=-388/133,6-19=-291/104,4-20=-354/161,3-21=-342/161,8-16=-291/86,10-15=-354/157,11-14=-342/162 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-3-11 to3-4-3,Exterior(2N)3-4-3 to11-0-4, Corner(3R)11-0-4 to14-0-12,Exterior(2N)14-0-12to21-0-13, Corner(3R)21-0-13 to24-0-8,Exterior(2N)24-0-8 to 31-9-6 zone; cantileverleftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loadsintheplaneof 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=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 inaccordance with IBC 1608.3.4. 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainagetopreventwaterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100lbupliftat joint(s)17,19,16except(jt=lb)20=110,21=127,15=107,14=127. 13)This truss is designed inaccordancewith the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 P07 1 12005621-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:10 Page: 1 ID:Xc8k5JP8xFkf00qEOfOXZCzT9Uk-F0C?u8kDLyRvd1Ab9?URmmo4ajnYJrYg2yJ7TBydlZ3 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 151 23 22 21 2019 18 17 16 2 14 3 13 124511 106 8 97 T2 T1 T3 T2 T1 B1 B2 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:55.6 Plate Offsets(X,Y):[7:0-2-0,Edge], [9:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.28 Horz(CT)0.01 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:112 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=-205(LC14),24=-205(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,18,19,21,24except 16=-122(LC17),17=-134(LC17),22=-132(LC16),23=-123(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,14,24,27except 16=396(LC41),17=460(LC41),18=388(LC41),19=363(LC 40),21=388(LC41),22=460(LC41),23=397(LC49) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 8-19=-283/85,6-21=-308/125,4-22=-380/182,3-23=-312/156,10-18=-308/116,12-17=-380/184,13-16=-312/155 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-3-11 to3-4-3,Exterior(2N)3-4-3to13-10-9,Corner(3R)13-10-9 to16-11-0,Exterior(2N)16-11-0 to18-2-8, Corner(3R)18-2-8 to21-3-0,Exterior(2N)21-3-0 to 31-9-6 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.603)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)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing.10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,19,21,18,2except(jt=lb)22=131,23=123,17=133, 16=122. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P08 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.Mon Sep1410:44:11 Page: 1 ID:ijIvO4Y2Ld75qjALXT46WXzT9UZ-jDmN5Tlr6GZmFBlojj?gJ_LFT77d2IoqGc3h0dydlZ2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 131 21 20 19 18 17 16 15 14 2 12 3 11 4 10 95 86 7 T2 T1 T2 T1 B1 B2 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:55.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:114 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 7-17 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=-240(LC14),22=-240(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,22except14=-125(LC 17),15=-121(LC17),16=-135(LC17),19=-136(LC16), 20=-120(LC16),21=-126(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,12,22,25except14=337(LC31),15=337(LC31),16=383(LC24),17=290(LC 33),19=383(LC23),20=336(LC30),21=339(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 6-19=-302/182,4-20=-257/171,8-16=-302/182,10-15=-258/171 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-3-11 to3-4-3, Interior(1)3-4-3 to16-0-8,Exterior(2R)16-0-8 to19-1-0, Interior(1)19-1-0to31-9-6 zone;cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,2except(jt=lb)19=135,20=120,21=125,16=135, 15=120,14=124. 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. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P09 2 12005621-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:12 Page: 1 ID:nQ9_pq1xnrLDtVzkmT9zzPyd6RP-BPKmJplTtahdtLK_HQXvrBtQhXT0nlCzVGoEY4ydlZ1 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 131 21 20 19 18 17 16 15 14 2 12 3 11 4 10 95 86 7 T2 T1 T2 T1 B1 B2 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale =1:55.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.00 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:228 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS Allbearings30-4-12. (lb)-MaxHoriz2=-240(LC14),22=-240(LC14) MaxUpliftAlluplift100(lb)or lessat joint(s)2,22except14=-125(LC17),15=-121(LC17),16=-135(LC17),19=-136(LC16), 20=-120(LC16),21=-126(LC16) MaxGravAllreactions250(lb)or lessat joint(s)2,12,22,25except 14=337(LC31),15=337(LC31),16=383(LC24),17=290(LC33),19=383(LC23),20=336(LC30),21=339(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 6-19=-302/182,4-20=-257/171,8-16=-302/182,10-15=-258/171 NOTES 1)2-ply truss tobe connected togetheras follows: Top chords connectedwith10d(0.131"x3")nailsas follows:2x4-1rowat0-9-0oc. Bottom chords connected with10d(0.131"x3")nailsas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided todistributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-3-11 to3-4-3, Interior(1)3-4-3 to16-0-8,Exterior(2R)16-0-8 to19-1-0, Interior(1)19-1-0 to31-9-6 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 5)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face),seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 6)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 7)Unbalanced snow loadshavebeen considered for thisdesign. 8)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 9)Allplatesare1.5x4MT20unlessotherwise indicated. 10)Gablerequires continuousbottomchordbearing. 11)Gablestuds spacedat4-0-0oc. 12)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 13)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,2except(jt=lb)19=135,20=120,21=125,16=135, 15=120,14=124. 14)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 15)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 P10 1 22005621-12T Piggyback JobReference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:12 Page: 1 ID:cZWF4t5iNh5MbQQt6kGNCgyd6RJ-BPKmJplTtahdtLK_HQXvrBtSFXUenpVzVGoEY4ydlZ1 Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P10 1 22005621-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:12 Page: 2 ID:cZWF4t5iNh5MbQQt6kGNCgyd6RJ-BPKmJplTtahdtLK_HQXvrBtSFXUenpVzVGoEY4ydlZ1 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 131 21 20 19 18 17 16 15 14 122 113 104 5 9 6 8 7 T2 T1 T2 T1 B1 B2 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:55 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:114 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 7-17 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=240(LC15),22=240(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)2,22except14=-125(LC 17),15=-121(LC17),16=-135(LC17),19=-136(LC16), 20=-120(LC16),21=-126(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,12,22,25except14=337(LC31),15=337(LC31),16=383(LC24),17=290(LC 33),19=383(LC23),20=336(LC30),21=339(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 6-19=-302/182,4-20=-257/171,8-16=-302/182,10-15=-258/171 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-3-9 to3-4-1, Interior(1)3-4-1 to16-0-7,Exterior(2R)16-0-7 to19-0-14, Interior(1)19-0-14 to31-9-4 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)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,2except(jt=lb)19=135,20=120,21=125,16=135, 15=120,14=124. 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. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P11 2 12005621-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:13 Page: 1 ID:vwSuYGB5jr_NwVSE1iu0_9yd6RC-fbu8W9m5etpTVVuAr828OPQbRwoFWCR6kwYn4WydlZ0 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 131 21 20 19 18 17 16 15 14 122 113 104 95 7 86 T1 T2 T1 B1 B2 ST4ST3 ST2 ST1 ST5 ST6 ST1 Scale =1:55.6 Plate Offsets(X,Y):[6:0-2-0,Edge], [8:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.35 Horz(CT)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:111 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequired crossbracingbeinstalledduringtrusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=-198(LC14),22=-198(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,12,16,17,19,22,25 except14=-121(LC17),15=-136(LC17),20=-134(LC16),21=-123(LC16) Max GravAllreactions250(lb)orlessat joint(s)2,12,22,25except 14=409(LC41),15=460(LC41),16=379(LC41),17=399(LC 40),19=379(LC41),20=460(LC41),21=409(LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 7-17=-318/99,5-19=-298/111,4-20=-381/184,3-21=-322/155,9-16=-299/98,10-15=-381/187,11-14=-322/154 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)0-3-9 to3-4-1,Exterior(2N)3-4-1 to13-5-7, Corner(3R)13-5-7 to16-5-15,Exterior(2N)16-5-15 to18-7-6,Corner(3R)18-7-6 to21-7-14,Exterior(2N)21-7-14 to 31-9-4zone;cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.603)Trussdesigned for wind loads in theplaneof the trussonly.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=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. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother liveloads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwiseindicated. 9)Gablerequires continuousbottomchordbearing.10)Gable studsspacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)2,17,19,16,12,2,12except(jt=lb)20=133,21=122, 15=136,14=121. 13)This truss isdesignedinaccordance with the2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss ConnectionDetail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P12 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:13 Page: 1 ID:cr2gehJMMwEy71D9co4MOGyd6R2-fbu8W9m5etpTVVuAr828OPQbqwo5WBC6kwYn4WydlZ0 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 =3x4 =3x4 131 21 20 19 18 17 16 15 14 122 113 104 6 7 85 9 T1 T2 T1 B1 B2 ST3ST3 ST2 ST1 ST3 ST4 ST5 Scale =1:55.5 Plate Offsets(X,Y):[5:0-2-0,Edge], [9:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.26 Horz(CT)0.01 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:106 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2OTHERS2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-MaxHoriz2=-155(LC14),22=-155(LC14) MaxUpliftAlluplift100(lb)or lessat joint(s)15,16,17,19except14=-130(LC17),20=-103(LC16),21=-129(LC16) Max GravAllreactions250(lb)orlessat joint(s)2,12,22,25except 14=439(LC41),15=418(LC41),16=382(LC40),17=464(LC 40),19=383(LC40),20=417(LC41),21=440(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 7-17=-383/130,6-19=-302/104,4-20=-339/153,3-21=-346/163,8-16=-302/91,10-15=-340/148,11-14=-345/164 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Corner(3E)0-3-9 to3-4-1,Exterior(2N)3-4-1 to10-7-3,Corner(3R)10-7-3 to13-7-10,Exterior(2N)13-7-10 to21-5-11,Corner(3R)21-5-11 to24-6-2,Exterior(2N)24-6-2 to 31-9-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesignedforwind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=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. flatroofsnow loadgoverns. Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwiseindicated. 9)Gablerequires continuousbottom chordbearing. 10)Gablestuds spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chordlive loadnonconcurrentwithanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)17,19,16,15except(jt=lb)20=102,21=128,14=129. 13)This trussisdesigned inaccordance with the2018 International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss ConnectionDetail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 P13 1 12005621-12T Piggyback JobReference(optional) Run:8.4 S0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.Mon Sep1410:44:13 Page: 1 ID:ra54XmP0FhNgiQPteBkTG9yd6Qv-fbu8W9m5etpTVVuAr828OPQbzwo5WCc6kwYn4WydlZ0 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 =3x4 =3x4 =3x4 =3x4 141 22 21 20 1918 17 16 15 132 123 5 6 7 89 104 11 T1 T2 T3 T1 B1 B2 ST2ST2ST2 ST1 ST2 ST2 ST1 Scale =1:55.3 Plate Offsets(X,Y):[4:0-2-0,Edge], [11:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horz(CT)0.00 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:99lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=111(LC15),23=111(LC15) Max UpliftAlluplift100(lb)orlessat joint(s)2,13,16,17,18,20,21,23, 27except15=-125(LC17),22=-127(LC16) Max GravAllreactions250(lb)orlessat joint(s)2,13,23,27except15=450(LC41),16=342(LC40),17=465(LC40),18=431(LC 40),20=465(LC40),21=343(LC40),22=450(LC41) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 7-18=-350/111,6-20=-384/130,5-21=-263/103,3-22=-357/162,9-17=-384/128,10-16=-262/80,12-15=-357/160 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Corner(3E)0-3-9 to3-4-1,Exterior(2N)3-4-1 to7-8-14,Corner(3R)7-8-14 to10-9-6,Exterior(2N)10-9-6 to24-3-15,Corner(3R)24-3-15 to27-4-7,Exterior(2N)27-4-7 to31-9-4 zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.603)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother liveloads. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequirescontinuousbottom chordbearing.10)Gablestuds spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,18,20,21,17,16,13,2,13except(jt=lb)22=127,15=125. 13)This truss is designed inaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 P14 1 12005621-12T Piggyback JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.MonSep1410:44:14 Page: 1 ID:5I8UQrWf7SWOHpbcgaPa73yd6Qm-7nSWkVnkPByK6fTNOrZNxczmZK8UFhjGzaHLcyydlZ? DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x4 =3x4 141 22 21 20 1918 17 16 15 132 1235678910114 T1 T2 T3 T1 B1 B2 ST2ST2ST2ST1 ST2 ST2 ST3 Scale = 1:55.2 Plate Offsets(X,Y):[4:0-2-0,Edge],[11:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:88 lb FT =20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-Max Horiz2=-68(LC14),23=-68(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,13,15,16,17,18,20,21, 22,23,26 Max GravAllreactions250(lb)or lessat joint(s)2,13,23,26except 15=355(LC41),16=446(LC40),17=441(LC40),18=442(LC 40),20=441(LC40),21=446(LC40),22=355(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 7-18=-362/115,6-20=-361/115,5-21=-365/117,3-22=-251/95,8-17=-361/116,10-16=-365/118,12-15=-251/91 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign.2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-3-9 to3-4-1,Exterior(2N)3-4-1 to4-10-9,Corner(3R)4-10-9 to8-0-7,Exterior(2N)8-0-7 to27-2-4, Corner(3R)27-2-4 to30-2-11,Exterior(2N)30-2-11 to31-9-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face),seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flatroof snowloadgoverns. Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottomchordbearing. 10)Gablestuds spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,18,20,21,22,17,16,15,13,2,13. 13)This truss is designed inaccordancewith the2018 International Residential CodesectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection DetailforConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P15 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.MonSep1410:44:14 Page: 1 ID:oEkGWGewmWm_ULMXFhawXAyd6Qc-7nSWkVnkPByK6fTNOrZNxczm1K8BFiVGzaHLcyydlZ? DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 3x8 3x8 3x8 =3x4 =3x4 3x8 3x8 3x8 =3x4 =3x4 141 22 21 20 1918 17 16 15 2 13 4 5 6 7 8 9 10 113 12 T1 T2 T3 T1B1B2ST1ST1ST1ST1ST1ST1ST1 Scale =1:55.9 Plate Offsets(X,Y):[3:0-2-0,Edge], [12:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.00 17 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:74 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings30-4-12. (lb)-MaxHoriz2=24(LC15),23=24(LC15) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,13,15,16,17,18,20,21, 22,23,26 Max GravAllreactions250(lb)or lessat joint(s)2,13,23,26except 15=405(LC40),16=458(LC40),17=397(LC40),18=324(LC 1),20=396(LC40),21=457(LC40),22=406(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 6-20=-316/114,5-21=-378/119,4-22=-321/103,9-17=-316/114,10-16=-378/119,11-15=-321/102 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-CCorner(3E)0-3-9 to2-0-5, Corner(3R)2-0-5 to5-0-12,Exterior(2N)5-0-12 to30-0-8, Corner(3E)30-0-8 to31-9-4 zone; cantileverleftandrightexposed ; end vertical leftand rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=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)2,18,20,21,22,17,16,15,13,2,13. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 P16 1 12005621-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.MonSep1410:44:15 Page: 1 ID:w?ZbpX?likYj4yfI0_6ylUyd6Q8-b_?uxroMAV4Bkp2ZyY4cTqVxSkUZ_9wPBE1u9OydlZ_ DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 4x4 4x4 1.5x4 8 7 6 51 42 3 T1T1 W1W1 B1 B1 W4 W3 W3 W2W2 Scale = 1:44.5 Plate Offsets(X,Y):[7:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)-0.15 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.71 Vert(CT)-0.31 7-8 >729 180 TCDL 10.0 RepStress Incr YES WB 0.55 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=662/0-6-0,(min.0-1-8),8=662/0-6-0,(min.0-1-8) Max Horiz8=-256(LC12) Max Uplift6=-79(LC17),8=-79(LC16) Max Grav6=748(LC2),8=748(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-9=-534/183,9-10=-555/160,4-10=-642/147,2-11=-642/147,11-12=-555/160,3-12=-534/183 BOT CHORD 7-8=-138/596,6-7=-84/508 WEBS 3-7=-90/449,4-6=-662/128,2-8=-662/128 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to18-10-4 zone; cantilever leftandrightexposed;end verticalleftandrightexposed;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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding79 lbupliftat joint6and79 lbupliftat joint8.7)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 ClayLot14 T01 1 12005621-12T Common Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:15 Page: 1 ID:OVdUqsoFPGPmBRJ0f3xFdYyd5R9-b_?uxroMAV4Bkp2ZyY4cTqVuokK2_2ZPBE1u9OydlZ_ DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1 13 2 12 3 11 4 10 25 27 26 5 9 6 8 7 W1 T1T1 W1 B1 B2 ST4 ST4ST5 ST6 ST3 ST2 ST1 ST3 ST2 ST13-8-8 Scale = 1:46.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.35 Horz(CT)0.00 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:109 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:18-19. JOINTS 1Braceat Jt(s):25,26 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings19-0-0. (lb)-Max Horiz24=281(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)16,21except14=-143(LC 13),15=-283(LC17),17=-145(LC17),20=-144(LC16),23=-287(LC16),24=-158(LC12) Max GravAllreactions250(lb)or lessat joint(s)16,17,20,21except 14=290(LC30),15=264(LC15),18=307(LC24),19=253(LC 30),23=275(LC14),24=302(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=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CCorner(3E)-0-11-12 to2-0-4,Exterior(2N)2-0-4 to9-6-0,Corner(3R)9-6-0 to12-6-0,Exterior(2N)12-6-0 to19-11-12 zone; 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;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat4-3-8oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)21,16except(jt=lb)14=142,24=157,20=143,23=287, 17=144,15=283. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T01GE 1 12005621-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:15 Page: 1 ID:PakB66cvO9_7LtW5eL9BNuyd5Q5-b_?uxroMAV4Bkp2ZyY4cTqVwXkTe_5iPBE1u9OydlZ_ DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x8 20 19 18 17 16 15 14 13 12 11 10 91 6 7 85 2 4 3 T1 T2 T3 T4 W1 W1 B1 B2 W3 W4 W5 W6 W7 W8 W9 W12 W2 W13W10W10W11W10W11 Scale =1:53.5 Plate Offsets(X,Y):[5:0-6-0,0-2-3], [8:0-4-0,0-1-4], [9:0-2-14,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.40 Vert(LL)0.19 15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.35 15-17 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.83 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:163 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3:2x6SP2400F2.0E BOTCHORD 2x4SPF No.2*Except*B2:2x4SPF2100F1.8E WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-8-8ocpurlins,exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 4-18,5-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1141/0-6-0,(min.0-1-10),20=1054/0-6-0,(min.0-1-13) MaxHoriz20=-272(LC8) MaxUplift11=-414(LC13),20=-167(LC13) MaxGrav11=1286(LC48),20=1162(LC61) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1247/236,2-21=-1158/298,3-21=-1074/330,3-22=-1074/315,22-23=-1192/287,4-23=-1220/287,4-5=-2119/407, 5-24=-3211/796,24-25=-3212/796,6-25=-3216/796,6-26=-2262/595,26-27=-2262/595,27-28=-2262/595,7-28=-2262/595,7-29=-2269/597,8-29=-2263/598,8-9=-801/269,1-20=-1115/190,9-11=-1282/411 BOTCHORD 19-20=-236/295,18-19=-160/984,17-18=-183/1554,16-17=-727/3495,15-16=-727/3495,15-30=-730/3492, 30-31=-730/3492,14-31=-730/3492,14-32=-745/3210,32-33=-745/3210,13-33=-745/3210,13-34=-179/698, 12-34=-179/698 WEBS 3-18=-313/1138,4-18=-1272/407,4-17=-267/1267,5-17=-2352/629,8-12=-693/165,1-19=-103/869,9-12=-253/995,5-14=-725/201,8-13=-443/1940,6-14=-21/491,6-13=-1240/234,7-13=-434/138 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6)Provideadequatedrainage toprevent waterponding. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding167 lbupliftat joint20and414lbupliftat joint11. 10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)73 lbdownand36 lbupat19-0-12,73 lbdownand36 lbupat20-0-3,73 lbdownand36 lbupat22-0-3,73 lbdownand36 lbupat24-0-3,and73 lbdownand36 lbupat26-0-3,and141lbdownand138 lbupat28-1-3on top chord,and22lbdownand20 lbupat19-0-12,22lbdownand20 lbupat20-0-3,22 lbdownand20 lbupat22-0-3,22 lbdownand20 lbupat24-0-3,and22 lbdownand20 lbupat 26-0-3,and33lbdownand61lbupat28-0-3onbottom chord.Thedesign/selectionof suchconnectiondevice(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-WoodsideatWestClayLot14 T02 1 12005621-12T RoofSpecialGirder JobReference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:16 Page: 1 ID:ikE7HyJHk_HuJoyE1XCoj7yd5PB-3AZG9Bp_woC2MydlWGbr0123Y8cCjRSZQumSgrydlYz Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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=-51,5-8=-61,8-9=-51,9-10=-51,11-20=-20 ConcentratedLoads(lb) Vert:8=28,12=3,30=1,31=1,32=1,33=1,34=1 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T02 1 12005621-12T RoofSpecialGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:16 Page: 2 ID:ikE7HyJHk_HuJoyE1XCoj7yd5PB-3AZG9Bp_woC2MydlWGbr0123Y8cCjRSZQumSgrydlYz DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x8 17 16 15 14 13 12 11 10 9 1 8 65 7 2 4 3 T1 T2 T3 T4 W1 W1 B1 B2 W4 W5 W8 W9 W10 W11 W12 W13 W6 W7 W3 W2 Scale = 1:53.3 Plate Offsets(X,Y):[4:0-1-0,0-2-0], [5:0-5-8,0-2-0], [7:0-3-0,0-2-1], [13:0-2-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.57 Vert(LL)-0.16 12-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.62 Vert(CT)-0.33 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.05 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:151 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-2-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:10-11. WEBS 1 Rowatmidpt 4-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1169/0-6-0,(min.0-2-0),17=1061/0-6-0,(min.0-1-13) Max Horiz17=-272(LC12) Max Uplift10=-221(LC17),17=-131(LC17) Max Grav10=1280(LC42),17=1167(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1245/194,2-18=-1172/246,18-19=-1105/256,3-19=-1071/279,3-20=-1023/283,20-21=-1125/260,4-21=-1141/259, 4-5=-3118/547,5-6=-2223/370,6-22=-2223/369,22-23=-2222/370,7-23=-2221/370,7-8=-1169/199,1-17=-1119/161,8-10=-1270/225 BOT CHORD 16-17=-236/291,15-16=-112/934,14-15=-90/1315,13-14=-90/1315,12-13=-272/2408,11-12=-94/921 WEBS 3-15=-263/1149,5-13=-2088/446,5-12=-644/71,6-12=-629/181,7-12=-210/1552,7-11=-398/100,8-11=-87/1033,4-15=-1092/334,4-13=-416/2460,1-16=-75/876 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to26-8-7,Exterior(2R)26-8-7 to29-8-7, Interior(1)29-8-7 to30-5-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)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 tobearingplatecapableofwithstanding131 lbupliftatjoint17and221lbupliftat joint10. 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 ClayLot14 T03 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:17 Page: 1 ID:LToV_tqJL4kB0tptlINjCHyd5I3-XM7fMXpch6Kvz6Cx4z64YFbCfY2vSwkifYW?CHydlYy DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x8 16 15 14 13 12 11 10 9 8 71 5 642 3 T1 T2 T3 T4 W1 W1 B1 B2 W4 W5 W6 W7 W8 W9 W8 W10 W11 W3 W2 Scale = 1:53.3 Plate Offsets(X,Y):[6:0-3-0,0-2-1], [7:0-1-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.68 Vert(LL)-0.09 11-12 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.50 Vert(CT)-0.19 11-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.05 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:150 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1164/0-6-0,(min.0-1-15),16=1066/0-6-0,(min.0-1-13) Max Horiz16=-272(LC12) Max Uplift9=-221(LC17),16=-131(LC17) Max Grav9=1245(LC42),16=1167(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1246/193,2-17=-1167/247,17-18=-1100/257,3-18=-1071/280,3-19=-1078/260,19-20=-1091/236,4-20=-1180/232,4-5=-1831/329,5-21=-1831/329,6-21=-1830/329,6-22=-1221/228,7-22=-1288/200,1-16=-1121/162,7-9=-1212/237 BOT CHORD 15-16=-236/290,14-15=-128/935,13-14=-172/1864,12-13=-172/1864,11-12=-174/1860,10-11=-83/981 WEBS 3-14=-198/1107,4-14=-1496/341,4-11=-394/73,5-11=-619/189,6-11=-131/1137,7-10=-71/1007,1-15=-70/876 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to25-3-10,Exterior(2R)25-3-10 to28-3-10, Interior(1)28-3-10to 30-5-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign.5)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 tobearingplatecapableofwithstanding131 lbupliftatjoint16and221lbupliftat joint9. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T04 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:17 Page: 1 ID:R8a94Nu0lpcIslfV3xQ2ydyd5E6-XM7fMXpch6Kvz6Cx4z64YFbAwY4nSzrifYW?CHydlYy DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x8 16 15 14 13 12 11 10 9 8 1 7 2 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W7 W8 W9 W8 W10 W11 W5 W6 W4W3 W2 Scale = 1:53.3 Plate Offsets(X,Y):[6:0-3-0,0-2-1], [7:0-3-0,0-3-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.67 Vert(LL)-0.08 11-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.16 11-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.44 Horz(CT)0.04 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:157 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W5:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1159/0-6-0,(min.0-2-0),16=1071/0-6-0,(min.0-1-13) Max Horiz16=-272(LC12) Max Uplift9=-221(LC17),16=-131(LC17) Max Grav9=1276(LC43),16=1167(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1248/193,2-17=-1166/249,17-18=-1098/258,3-18=-1066/281,3-19=-1076/278,19-20=-1138/255,4-20=-1149/248,4-5=-1575/313,5-21=-1575/313,6-21=-1574/313,6-22=-1275/242,22-23=-1319/219,7-23=-1325/201,1-16=-1122/163, 7-9=-1224/247 BOT CHORD 15-16=-238/289,14-15=-147/936,13-14=-117/1505,12-13=-119/1502,11-12=-119/1502,10-11=-62/989 WEBS 5-11=-619/188,6-11=-128/875,7-10=-91/957,3-14=-241/1192,4-14=-1315/308,1-15=-72/880 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign.2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2R)9-6-0 to12-6-0, Interior(1)12-6-0 to23-10-13,Exterior(2R)23-10-13 to26-10-13, Interior(1)26-10-13 to30-5-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)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 tobearingplatecapableofwithstanding131 lbupliftatjoint16and221lbupliftat joint9.9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T05 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:18 Page: 1 ID:KjPxdBZWojYUzCM4n_vyhEyd5DF-0Zh1atqESQSmbGn8dheJ5S7LqxRHBR2suCFYkjydlYx DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x8 17 16 15 14 13 12 11 10 9 81 7 2 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W7 W8 W9 W8 W10 W3 W2 W4 W5 W6 W11 W12 Scale = 1:56.4 Plate Offsets(X,Y):[6:0-3-0,0-2-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)-0.07 12-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)-0.14 12-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.69 Horz(CT)0.04 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:169 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W8,W1,W5,W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-12,4-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1154/0-6-0,(min.0-2-1),17=1076/Mechanical,(min.0-1-8) Max Horiz17=-272(LC12) Max Uplift10=-221(LC17),17=-131(LC17) Max Grav10=1311(LC43),17=1167(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1219/186,2-18=-1168/248,18-19=-1098/258,19-20=-1080/261,3-20=-1066/281,3-4=-1124/295,4-21=-1374/307,5-21=-1376/307,5-22=-1376/307,6-22=-1374/307,6-23=-1208/291,7-23=-1262/266,1-17=-1129/149,8-10=-322/121 BOT CHORD 16-17=-243/285,15-16=-169/933,14-15=-134/1239,13-14=-135/1237,12-13=-135/1237,11-12=-59/968,10-11=-108/825 WEBS 5-12=-618/182,6-12=-138/678,1-16=-67/874,3-15=-281/1283,4-15=-1273/305,7-10=-1221/174 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2E)9-6-0 to12-0-0, Interior(1)12-0-0 to22-6-0,Exterior(2R)22-6-0 to25-6-0, Interior(1)25-6-0 to30-5-12zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)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 tobearingplatecapableofwithstanding131 lbupliftatjoint17and221lbupliftat joint10. 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 ClayLot14 T06 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:18 Page: 1 ID:LGSompzro9qg2Qycn7Ww3Pyd5Cj-0Zh1atqESQSmbGn8dheJ5S7NsxSvBN8suCFYkjydlYx DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x8 16 15 14 13 12 11 10 9 1 8 7 2 5 64 3 T1 T2 T3 T4 W1 W1 B1 B2 W3 W4 W5 W6 W7 W8 W7 W9 W10 W2 W11 Scale = 1:56.4 Plate Offsets(X,Y):[6:0-3-0,0-2-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)-0.12 10-11 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.25 10-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.95 Horz(CT)0.04 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:170 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W10,W1,W2,W11:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-14,5-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1149/0-6-0,(min.0-2-2),16=1081/Mechanical,(min.0-1-8) Max Horiz16=-272(LC12) Max Uplift10=-221(LC17),16=-131(LC17) Max Grav10=1345(LC43),16=1167(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1253/195,2-17=-1153/249,17-18=-1115/257,18-19=-1104/265,3-19=-1067/280,3-4=-1277/328,4-20=-1207/305,5-20=-1209/304,5-21=-1209/304,6-21=-1207/305,6-22=-1163/305,7-22=-1233/276,8-23=-266/107,1-16=-1121/156, 8-10=-387/146 BOT CHORD 15-16=-238/294,14-15=-183/935,13-14=-145/1025,12-13=-145/1025,11-12=-57/931,10-11=-106/850 WEBS 3-14=-340/1459,4-14=-1339/376,4-12=-107/338,5-12=-622/181,6-12=-155/512,6-11=-36/293,1-15=-71/873, 7-10=-1170/156 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-6-0,Exterior(2E)9-6-0 to10-7-3, Interior(1)10-7-3 to21-1-3,Exterior(2R)21-1-3 to24-1-3, Interior(1)24-1-3 to30-5-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)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 tobearingplatecapableofwithstanding131 lbupliftatjoint16and221lbupliftat joint10. 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 ClayLot14 T07 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:19 Page: 1 ID:2tQscsgHttAq2pT7tYTNfjyd55M-UlFPnDrsDjadDQMKBO9YdggYcLlywmK?6s?6HAydlYw DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 16 15 14 13 12 11 10 9 8 1 7 2 6 4 53 T1 T2 T3 W1 W1 B1 B2 W4 W5 W6 W6 W5 W4W3 W2 W3 W2 W7 Scale = 1:53.3 Plate Offsets(X,Y):[1:0-1-0,0-1-12], [3:0-3-0,0-2-1], [5:0-3-0,0-2-1], [7:0-1-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)-0.04 12 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.08 12-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.43 Horz(CT)0.03 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:169 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W6,W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1142/0-6-0,(min.0-2-4),16=1082/Mechanical,(min.0-1-8) Max Horiz16=-277(LC14) Max Uplift9=-131(LC17),16=-106(LC16) Max Grav9=1417(LC41),16=1358(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1416/108,17-18=-1315/119,2-18=-1176/139,2-19=-1286/189,3-19=-1114/224,3-20=-1038/226,4-20=-1039/226,4-21=-1039/226,5-21=-1038/226,5-22=-1113/221,6-22=-1283/186,6-23=-1176/143,23-24=-1315/123,7-24=-1416/112, 1-16=-1318/126,7-9=-1377/166 BOT CHORD 15-16=-249/286,14-15=-200/1029,13-14=-144/860,12-13=-144/860,11-12=-55/860,10-11=-24/1022 WEBS 2-14=-307/198,3-14=-78/329,3-12=-156/379,5-12=-156/380,5-11=-78/324,6-11=-300/198,1-15=-36/998,7-10=-6/981, 4-12=-574/169 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-9-10,Exterior(2R)9-9-10 to14-0-8, Interior(1)14-0-8 to19-8-7,Exterior(2R)19-8-7 to23-11-5, Interior(1)23-11-5 to 30-5-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)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 tobearingplatecapableofwithstanding106 lbupliftatjoint16and131lbupliftat joint9. 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 ClayLot14 T08 1 12005621-12T Hip Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:19 Page: 1 ID:xvBo02wSxKps32ZAbSLI09yd551-UlFPnDrsDjadDQMKBO9YdggZsLp4wuR?6s?6HAydlYw DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 16 15 14 13 12 11 10 9 8 71 62 3 4 5 T1 T2 T3 W1 W1 B1 B2 W4 W5 W6 W7 W6 W5 W4W3 W2 W3 W2 Scale = 1:53 Plate Offsets(X,Y):[1:0-2-12,0-1-8], [3:0-4-4,0-2-0], [5:0-4-4,0-2-0], [7:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)-0.04 12 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)-0.08 12-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.42 Horz(CT)0.03 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:169 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W6,W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1145/0-6-0,(min.0-2-4),16=1085/Mechanical,(min.0-1-8) Max Horiz16=-273(LC14) Max Uplift9=-128(LC17),16=-103(LC16) Max Grav9=1421(LC41),16=1362(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1439/125,17-18=-1183/141,2-18=-1179/145,2-19=-1267/192,3-19=-1107/225,3-20=-1077/224,4-20=-1077/224,4-21=-1077/224,5-21=-1077/224,5-22=-1105/222,6-22=-1263/189,6-23=-1150/148,23-24=-1179/145,7-24=-1439/127, 1-16=-1314/131,7-9=-1373/170 BOT CHORD 15-16=-240/289,14-15=-201/1011,13-14=-151/875,12-13=-151/875,11-12=-61/874,10-11=-20/1004 WEBS 2-14=-316/193,3-14=-86/337,3-12=-155/408,4-12=-600/178,5-12=-154/409,5-11=-86/332,6-11=-308/192, 1-15=-40/975,7-10=-7/952 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-5-15,Exterior(2R)9-5-15 to13-8-13, Interior(1)13-8-13 to20-0-1,Exterior(2R)20-0-1 to24-3-0, Interior(1)24-3-0to 30-5-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)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 tobearingplatecapableofwithstanding103 lbupliftatjoint16and128lbupliftat joint9. 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 ClayLot14 T09 2 12005621-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:19 Page: 1 ID:3m6rbY6wrR9yq53?L15H_pyd53V-UlFPnDrsDjadDQMKBO9YdggYxLpNwuc?6s?6HAydlYw DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x8 16 15 14 13 12 11 10 9 8 7 1 62 3 4 5 T1 T2 T3 W1 W11 B1 B2 W4 W5 W6 W7 W6 W5 W8W3 W2 W9 W10 Scale = 1:51.7 Plate Offsets(X,Y):[3:0-4-4,0-2-0], [5:0-4-4,0-2-0], [7:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)-0.04 12 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.29 Vert(CT)-0.08 11-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.39 Horz(CT)0.03 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:167 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W6,W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 4-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1114/0-6-0,(min.0-2-3),16=1058/0-6-0,(min.0-2-1) Max Horiz16=-283(LC14) Max Uplift9=-126(LC17),16=-94(LC16) Max Grav9=1383(LC41),16=1302(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1160/114,2-17=-922/135,2-3=-1140/217,3-18=-1028/220,4-18=-1028/220,4-19=-1028/220,5-19=-1028/220,5-20=-1064/219,6-20=-1212/186,6-21=-1106/146,21-22=-1135/143,7-22=-1395/125,1-16=-1264/127,7-9=-1335/169 BOT CHORD 15-16=-247/271,14-15=-196/829,13-14=-150/808,12-13=-150/808,11-12=-61/842,10-11=-19/970 WEBS 3-14=-81/269,3-12=-153/444,4-12=-601/179,5-12=-154/373,5-11=-86/336,6-11=-314/193,2-15=-340/78, 1-15=-48/876,7-10=-6/917 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-11-12 to3-11-12, Interior(1)3-11-12 to9-5-15,Exterior(2R)9-5-15 to13-8-13, Interior(1)13-8-13to20-0-1,Exterior(2R)20-0-1 to24-3-0, Interior(1)24-3-0 to30-5-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)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 tobearingplatecapableofwithstanding94 lbupliftat joint16and126 lbupliftat joint9. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T10 1 12005621-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:20 Page: 1 ID:MOZvdmP_CpBYinucl4Xvytyd537-yxpn_YsV_1iUqaxWl6gnAtDjgl8nfLJ8LWkfpcydlYv DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 4x8 3x8 =3x4 8 6 5 1 42 3 T1 T2 W1 W3 B1 W2 Scale = 1:39 Plate Offsets(X,Y):[2:0-1-5,0-1-8], [4:0-4-11,0-1-8], [5:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.65 Vert(LL)0.14 5-6 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.56 Vert(CT)-0.14 5-6 >998 180 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:47 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W1:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=417/Mechanical,(min.0-1-8),7=535/0-4-0,(min.0-1-8) Max Horiz7=-187(LC14) Max Uplift5=-48(LC16),7=-80(LC16) Max Grav5=475(LC24),7=609(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-423/361,9-10=-297/381,3-10=-274/404,3-11=-274/400,11-12=-284/376,4-12=-406/372,2-8=-480/407,4-5=-388/332 WEBS 3-6=-302/194 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-11-12 to2-0-4, Interior(1)2-0-4 to6-6-0,Exterior(2R)6-6-0 to9-6-0, Interior(1)9-6-0 to12-9-12 zone;cantileverleftexposed ; end vertical 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=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 tobearingplatecapableofwithstanding48 lbupliftat joint5and80 lbupliftat joint7. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T11 3 12005621-12T Common Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:20 Page: 1 ID:Bzw7WMaMYBOV8hRE_DRvtPyd6Mp-yxpn_YsV_1iUqaxWl6gnAtDhel4YfNA8LWkfpcydlYv DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =3x5 18 11 1 2 1039 4 8 5 7 6 T1 T2 W1 W2 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:36.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.00 11-12 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(CT)0.00 11-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.25 Horz(CT)0.00 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:67 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings12-3-8. (lb)-Max Horiz16=-185(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)13,15except11=-172(LC 13),12=-198(LC17),16=-160(LC16) Max GravAllreactions250(lb)or lessat joint(s)11,13,15except12=370(LC31),14=329(LC32),16=351(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 5-6=-98/258,6-7=-100/260,8-9=-168/275,10-11=-253/176 WEBS 6-14=-274/18,4-16=-208/270,8-12=-266/258,9-11=-310/395 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-11-12 to2-0-4,Exterior(2N)2-0-4 to6-6-0,Corner(3R)6-6-0 to9-6-0,Exterior(2N)9-6-0 to12-9-12 zone; cantilever leftexposed;end verticalleftexposed;porchleftandrightexposed;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=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)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 9)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)15,13except(jt=lb)11=172,16=160,12=198.12)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 ClayLot14 T11GE 1 12005621-12T CommonStructuralGable Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:20 Page: 1 ID:Pdsp8BtLR3ytZdRu1Kt4_zyd6Nk-yxpn_YsV_1iUqaxWl6gnAtDnZlApfOU8LWkfpcydlYv DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 4x4 =8x8 3x5 =4x4 1.5x4 7 6 5 1 2 3 4 T1 W5 W1 B1 W3 W4 W2 Scale = 1:21.8 Plate Offsets(X,Y):[6:0-3-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.02 6-7 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.63 Vert(CT)-0.05 6-7 >999 180 TCDL 10.0 RepStress Incr NO WB 0.62 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:38 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=941/0-6-0,(min.0-1-9),7=1048/0-4-0,(min.0-1-12) Max Horiz7=90(LC8) Max Uplift5=-203(LC8),7=-273(LC8) Max Grav5=1016(LC19),7=1108(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-1473/205,3-8=-1442/215,2-7=-885/243 BOT CHORD 6-10=-255/1398,5-10=-255/1398 WEBS 3-6=-86/785,3-5=-1542/281,2-6=-162/1431 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10;Min. flatroof snow loadgoverns. 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 tobearingplatecapableofwithstanding273 lbupliftatjoint7and203 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)455 lbdownand60lbupat1-11-4,and455 lbdownand60 lbupat 3-11-4,and455 lbdownand60 lbupat5-11-4onbottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,5-7=-20 ConcentratedLoads(lb) Vert:6=-455,9=-455,10=-455 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T12 1 12005621-12T MonopitchGirder Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:21 Page: 1 ID:UPyUG?UOtDqseDgetTHVQDyd6Le-Q8N9Cus7lLqLSkWjJpB0j5lxc9PiOlyIaAUDL2ydlYu DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 50.00 lb/ft 155.00 lb 5x12 1.5x4 =6x6 4x6 7 6 5 1 2 3 4 W1 T1 W4 B1 W3W2 Scale = 1:25.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.85 Vert(LL)0.15 5-6 >748 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.50 Vert(CT)-0.13 5-6 >881 180 TCDL 10.0 RepStress Incr NO WB 0.27 Horz(CT)-0.01 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:37 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-4-2ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=513/0-6-0,(min.0-1-8),7=472/0-4-0,(min.0-1-8) Max Horiz7=110(LC12) Max Uplift5=-281(LC12),7=-256(LC12) Max Grav5=601(LC23),7=539(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-441/412,2-8=-548/643,8-9=-536/644,3-9=-488/656,4-5=-338/470 BOT CHORD 7-12=-724/487,6-12=-724/487,6-13=-724/487,5-13=-724/487 WEBS 3-5=-480/712 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-10-12 to1-1-4, Interior(1)1-1-4 to9-8-4 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;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)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding256 lbupliftatjoint7and281 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)200 lbdownand292lbupat8-8-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-11=-51,4-11=-101(F=-50),5-7=-20 ConcentratedLoads(lb) Vert:11=-155 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T13 6 12005621-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:21 Page: 1 ID:q30zHpXdiTUA0jexq_Ka2Nyd4cZ-Q8N9Cus7lLqLSkWjJpB0j5lpF9RjOqQIaAUDL2ydlYu DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 =8x8 5x6 =4x4 1.5x4 6 5 4 1 2 3 T1 W5 W1 B1 W3 W4 W2 Scale = 1:42.4 Plate Offsets(X,Y):[5:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)-0.05 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.76 Vert(CT)-0.08 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.60 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:120 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 3-4REACTIONS(lb/size)4=3525/0-6-0,(min.0-2-14),6=3265/0-6-0,(min.0-2-9) Max Horiz6=182(LC9) Max Uplift4=-489(LC12),6=-291(LC12) Max Grav4=3631(LC18),6=3300(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1955/134,1-6=-2070/146 BOT CHORD 5-9=-267/1663,9-10=-267/1663,4-10=-267/1663 WEBS 2-5=-249/2647,2-4=-2593/416,1-5=-127/1951 NOTES 1)2-ply truss tobe connected togetherwith10d(0.131"x3")nailsas follows: Top chords connectedas follows:2x4-1rowat0-9-0oc.Bottom chords connectedas follows:2x6-2rows staggeredat0-5-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,exceptifnotedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided todistributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding291 lbupliftatjoint6and489 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)1153 lbdownand140 lbupat0-6-12,1147 lbdownand143 lbupat2-6-12,1338 lbdownand118 lbupat4-6-12,and1342 lbdownand115 lbupat6-6-12,and1345 lbdownand113 lbupat8-6-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,4-6=-20 ConcentratedLoads(lb) Vert:5=-1338,7=-1062,8=-1061,9=-1342,10=-1345 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T14 1 22005621-12T MonopitchGirder Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:21 Page: 1 ID:1LOY84Iq4d0J8INBxMT2VNyd4aG-Q8N9Cus7lLqLSkWjJpB0j5lzo9NgOlGIaAUDL2ydlYu DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 34 33 29 28 27 26 2524 23 22 21 20 19 18313032 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 17 W1 T1 T3T2T1T2 W1 B1 B4 B6B6B5 B2 B3 B2 W3 W2 W5 W4 W5 W7 W6 W8 W9 W8 W9 W8 W9 W8 W9 W8 W9 W8 W9 W8 W9 W8 W10W4W4 Scale=1:91.7 Plate Offsets(X,Y):[21:0-3-0,0-6-0], [24:0-3-10,0-3-0], [28:0-2-4,0-2-12], [30:0-3-8,0-4-4], [32:0-2-4,0-3-4], [34:0-4-0,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.13 Vert(LL)0.43 23-25 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.70 Vert(CT)-0.56 23-25 >999 180 TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT)0.14 18 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:1470 lbFT = 20% LUMBER TOP CHORD 2x6SP2400F2.0E BOT CHORD 2x8SP2400F2.0E*Except*B2:2x4SPF No.2 WEBS 2x4SPFStud*Except*W1:2x6SPF No.2,W7:2x4SPF No.2 BRACING TOPCHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)18=4667/0-6-0,(min.0-1-8),34=4644/0-6-0,(min.0-1-8) Max Uplift18=-2472(LC8),34=-2442(LC8) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept whenshown. TOP CHORD 1-34=-4496/2386,1-2=-2488/1324,2-35=-6311/3355,3-35=-6311/3355,3-36=-6311/3355,4-36=-6311/3355, 4-37=-10107/5389,5-37=-10107/5389,5-38=-10107/5389,6-38=-10107/5389,6-39=-12179/6492,39-40=-12179/6492,40-41=-12179/6492,7-41=-12179/6492,7-42=-12179/6492,42-43=-12179/6492,8-43=-12179/6492,8-44=-13244/7064, 9-44=-13244/7064,9-45=-13244/7064,45-46=-13244/7064,10-46=-13244/7064,10-47=-13244/7064, 47-48=-13244/7064,48-49=-13244/7064,11-49=-13244/7064,11-50=-10660/5687,12-50=-10660/5687,12-51=-10660/5687,13-51=-10660/5687,13-52=-10660/5687,52-53=-10660/5687,14-53=-10660/5687, 14-54=-4430/2362,54-55=-4430/2362,15-55=-4430/2362,15-56=-4430/2362,16-56=-4430/2362,16-57=-4430/2362,57-58=-4430/2362,17-58=-4430/2362,17-18=-4512/2431 BOT CHORD 2-32=-3991/2171,32-59=-1516/2850,31-59=-1514/2837,31-60=-5318/9973,30-60=-5320/9981,4-30=-1806/3511, 29-61=-558/1051,61-62=-558/1051,28-62=-558/1051,28-63=-5518/10353,63-64=-5518/10353,64-65=-5518/10353,27-65=-5518/10353,27-66=-7051/13212,26-66=-7051/13212,26-67=-7051/13212,25-67=-7051/13212, 24-25=-7051/13212,24-68=-7051/13212,68-69=-7051/13212,23-69=-7051/13212,23-70=-6643/12442,70-71=-6643/12442,71-72=-6643/12442,22-72=-6643/12442,22-73=-6643/12442,73-74=-6643/12442, 21-74=-6643/12442,21-75=-4287/8030,75-76=-4287/8030,20-76=-4287/8030,20-77=-4287/8030,77-78=-4287/8030, 78-79=-4287/8030,19-79=-4287/8030 WEBS 1-32=-2625/4932,2-31=-2718/5121,3-31=-491/306,4-31=-5366/2876,28-30=-5128/9616,6-30=-307/162,6-28=-2282/1321,6-27=-1349/2529,7-27=-603/419,8-27=-1432/773,8-25=-50/365,10-23=-605/420,11-23=-583/1110, 11-22=-39/351,11-21=-2469/1325,13-21=-613/425,14-21=-1939/3643,14-20=-48/354,14-19=-4987/2666, 16-19=-647/453,17-19=-3241/6083 NOTES 1)3-ply truss tobeconnected togetherwith10d(0.131"x3")nailsasfollows:Top chordsconnectedas follows:2x6-2rowsstaggeredat0-9-0oc. Bottomchords connectedas follows:2x8-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOADCASE(S) section.Ply toplyconnectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II;ExpC;Enclosed;MWFRS(envelope)exterior zone;LumberDOL=1.60plategripDOL=1.60 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min.flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC1608.3.4. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T15 1 32005621-12T RoofSpecial Girder JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.MonSep1410:44:28 Page: 1 ID:iuRCTxwKD?Dg3VuibjLiFwyd4Wu-Q8N9Cus7lLqLSkWjJpB0j5l_T9OeOfPIaAUDL2ydlYu Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)Unbalanced snow loadshavebeenconsideredforthisdesign. 6)Provideadequatedrainagetopreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding2442lbupliftat joint34and2472lbupliftat joint18. 9)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)166 lbdownand109 lbupat2-4-13,149 lbdownand87 lbupat4-4-13,149 lbdownand87 lbupat6-4-13,149lbdownand87 lbupat8-4-13,166 lbdownand109lbupat10-4-13,166 lbdownand109lbupat12-4-13,166 lbdownand109 lbupat14-4-13,166lbdownand109 lbupat16-4-13,166 lbdownand109 lbupat18-4-13,166lbdownand109 lbupat20-4-13,166 lbdownand109 lbupat22-4-13, 166 lbdownand109 lbupat24-4-13,166 lbdownand109 lbupat26-4-13,166lbdownand109 lbupat28-4-13,166lbdownand109 lbupat30-4-13,166 lbdownand 109 lbupat32-4-13,166 lbdownand109 lbupat34-4-13,166 lbdownand109lbupat36-4-13,166 lbdownand109 lbupat38-4-13,166 lbdownand109 lbupat 40-4-13,166 lbdownand109 lbupat42-4-13,166 lbdownand109 lbupat44-4-13,166lbdownand109 lbupat46-4-13,166lbdownand109 lbupat48-4-13,166 lb downand109 lbupat50-4-13,166lbdownand109 lbupat52-4-13,and166 lbdownand109lbupat54-4-13,and166 lbdownand109 lbupat56-4-13on top chord, and57 lbdownand32 lbupat2-4-4,77 lbdownand53 lbupat4-4-13,77 lbdownand53 lbupat6-4-13,77 lbdownand53 lbupat8-4-13,57 lbdownand32 lbupat10-3-12,57 lbdownand32 lbupat12-4-13,57 lbdownand32 lbupat14-4-13,57lbdownand32lbupat16-4-13,57 lbdownand32 lbupat18-4-13,57 lbdownand32 lbupat20-4-13,57 lbdownand32 lbupat22-4-13,57lbdownand32 lbupat24-4-13,57 lbdownand32 lbupat26-4-13,57 lbdownand32 lbupat28-4-13,57 lb downand32lbupat30-4-13,57 lbdownand32 lbupat32-4-13,57 lbdownand32 lbupat34-4-13,57lbdownand32 lbupat36-4-13,57 lbdownand32 lbupat38-4-13,57 lbdownand32 lbupat40-4-13,57 lbdownand32 lbupat42-4-13,57lbdownand32lbupat44-4-13,57 lbdownand32 lbupat46-4-13,57 lbdownand32 lbupat48-4-13,57 lbdownand32 lbupat50-4-13,57lbdownand32 lbupat52-4-13,and57 lbdownand32 lbupat54-4-13,and57 lbdownand32 lbupat56-4-13 onbottom chord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-17=-61,33-34=-20,30-32=-20,18-29=-20 ConcentratedLoads(lb) Vert:33=-44(B),31=-65(B),2=-121(B),3=-105(B),4=-121(B),30=-44(B),13=-121(B),21=-44(B),24=-44(B),35=-105(B),36=-105(B),37=-121(B), 38=-121(B),39=-121(B),40=-121(B),41=-121(B),42=-121(B),43=-121(B),44=-121(B),45=-121(B),46=-121(B),47=-121(B),48=-121(B),49=-121(B), 50=-121(B),51=-121(B),52=-121(B),53=-121(B),54=-121(B),55=-121(B),56=-121(B),57=-121(B),58=-121(B),59=-65(B),60=-65(B),61=-44(B),62=-44(B),63=-44(B),64=-44(B),65=-44(B),66=-44(B),67=-44(B),68=-44(B),69=-44(B),70=-44(B),71=-44(B),72=-44(B),73=-44(B),74=-44(B), 75=-44(B),76=-44(B),77=-44(B),78=-44(B),79=-44(B),80=-44(B),81=-44(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T15 1 32005621-12T RoofSpecialGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:28 Page: 2 ID:iuRCTxwKD?Dg3VuibjLiFwyd4Wu-Q8N9Cus7lLqLSkWjJpB0j5l_T9OeOfPIaAUDL2ydlYu DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 33 32 27 26 25 24 23 22 21 20 19 18 17 16 15 30 29 2831 14 1 2 4 5 6 7 8 9 10 11 123 13 T1 T2 T4T3 T5 W1 W15B1B5B5B6B5 B2 B3 B4W4 W8 W11 W12 W13 W14 W9 W7 W10W9W10W10W9W10W9W10W9W6W5W6W3 W2 W5W5 Scale=1:97.1 PlateOffsets (X,Y):[1:0-2-12,0-2-8], [3:0-3-0,0-4-0],[13:0-5-8,0-3-4], [15:0-5-0,0-2-0], [17:0-3-0,0-2-8], [26:0-3-0,0-2-4], [28:0-3-8,0-5-4], [29:0-2-0,0-2-12], [31:0-6-0,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.82 Vert(LL)-0.28 23 >999 240 MT20 244/190 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.99 Vert(CT)-0.54 22-23 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.17 16 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:504lb FT=20% LUMBER TOPCHORD 2x8 SP2400F2.0E*Except*T1,T5:2x6 SP2400F2.0E BOTCHORD 2x6 SP2400F2.0E*Except* B2:2x4 SPF Stud, B4:2x4 SPF No.2 WEBS 2x4 SPFStud*Except*W1,W15:2x6 SPF No.2,W7,W10,W6:2x4 SPF No.2 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor5-3-5ocpurlins, exceptendverticals. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:32-33,31-32. WEBS 1 Rowatmidpt 8-26,9-25,12-20,4-29 MiTek recommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size)16=2240/0-6-0, (min.0-1-15),33=2298/0-6-0, (min.0-2-1) Max Horiz33=-245 (LC14) Max Uplift16=-299 (LC12),33=-385 (LC13) MaxGrav16=2315 (LC2),33=2454 (LC39) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOP CHORD 1-2=-1134/282,2-3=-1505/337,3-4=-2485/502,4-34=-3478/672,5-34=-3478/672,5-35=-3478/673,35-36=-3478/673, 6-36=-3478/673,6-7=-3947/744,7-8=-3947/744,8-9=-4715/900,9-10=-5044/969,10-11=-5044/969,11-37=-4945/935, 37-38=-4945/935,12-38=-4945/935,12-13=-4357/799,13-39=-3506/605,14-39=-3507/574,14-40=-3318/500, 15-40=-3420/482,1-33=-2453/469,15-16=-2196/319 BOT CHORD 2-31=-1217/264,30-31=-304/1179,29-30=-294/1115,28-29=-522/2479,5-28=-380/113,26-27=-98/524, 25-26=-893/4715,24-25=-913/5044,23-24=-913/5044,22-23=-828/4945,21-22=-659/4350,20-21=-659/4350, 19-20=-408/3038,18-19=-408/3038,17-18=-381/2866,16-17=-81/639 WEBS 2-30=-97/503,6-28=-857/222,13-18=-37/324,14-18=-302/313,14-17=-322/124,15-17=-303/2251,6-26=0/366, 26-28=-683/3490,13-20=-445/1936,8-25=0/528,8-26=-1214/255,9-25=-483/100,11-23=-122/288,11-22=-600/273, 12-22=-270/1010,12-20=-1303/409,4-28=-393/1925,4-29=-2026/454,3-29=-518/2664,1-31=-363/2188, 3-30=-1219/268 NOTES 1)Unbalancedroofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;ExpC; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)7-2-12 to10-1-7,Exterior(2R)10-1-7 to18-4-7, Interior (1)18-4-7 to54-5-6,Exterior(2R)54-5-6 to62-8-6, Interior (1)62-8-6 to65-1-5zone;cantilever right exposed ; endverticalleftexposed;C-C formembersand forces & MWFRS for reactionsshown;Lumber DOL=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=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwiseindicated. 7)Allplatesare4x6MT20unlessotherwiseindicated. 8)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding299lbupliftatjoint16and385lbupliftatjoint33. 10)This trussisdesignedinaccordancewith the2018 International ResidentialCodesectionsR502.11.1andR802.10.2and referencedstandardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T16 1 12005621-12T Hip JobReference (optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.Mon Sep1410:44:29 Page: 1 ID:d8Qz0JQHf?owvX8pHsSZFAyd4Lv-BgsBtdz8soqCPy7FnVKv1n4BeN2wGGVTPPQedaydlYm DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 25 2423 22 21 20 1918 17 1615 14 13 12 111 10 3 4 5 6 7 82 9 T1 T2 T3T2 T4 T5 W1 W9B1B3B3B2B2 W2 W3 W4 W4 W3 W6 W7 W8 W5 W4 W5 W4 W5 W4 W5 Scale=1:97.1 PlateOffsets (X,Y):[2:0-3-4,0-2-4], [13:0-4-4,0-3-8],[14:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.26 19 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.24 Vert(CT)-0.50 19-20 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.10 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:404lb FT=20% LUMBER TOPCHORD 2x6 SPFNo.2 BOTCHORD 2x6 SP2400F2.0E WEBS 2x4 SPFNo.2*Except*W7,W8:2x4SPF Stud,W1,W9:2x6SPFNo.2 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor3-1-4ocpurlins, exceptendverticals. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-24,2-22,3-22,5-20,6-19,8-17 MiTek recommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size)13=2216/0-6-0, (min.0-1-15),25=2268/0-6-0, (min.0-2-0) Max Horiz25=-232 (LC17) Max Uplift13=-247 (LC12),25=-310 (LC13) MaxGrav13=2315 (LC2),25=2385 (LC39) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOP CHORD 1-2=-1768/278,2-26=-3074/506,3-26=-3076/506,3-27=-3852/680,27-28=-3852/680,4-28=-3852/680,4-5=-3852/680, 5-6=-4125/739,6-7=-4125/739,7-29=-4125/739,8-29=-4125/739,8-30=-3907/685,9-30=-3905/685,9-10=-3296/544, 10-11=-3373/508,11-31=-3303/436,31-32=-3329/427,32-33=-3378/415,33-34=-3388/415,12-34=-3488/411, 1-25=-2339/334,12-13=-2200/274 BOT CHORD 23-24=-308/1532,22-23=-308/1532,21-22=-542/3074,20-21=-542/3074,19-20=-651/3852,18-19=-517/3905, 17-18=-517/3905,16-17=-302/2904,15-16=-302/2904,14-15=-310/2942,13-14=-89/646 WEBS 1-24=-290/2061,2-24=-1269/284,2-22=-460/2320,9-17=-387/1506,9-15=-45/462,11-15=-500/226,12-14=-234/2289, 3-22=-1582/441,3-20=-261/1270,5-20=-781/285,5-19=-87/431,6-19=-465/221,8-19=-183/493,8-17=-975/384 NOTES 1)Unbalancedroofliveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;ExpC; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)7-2-12 to12-11-11, Exterior(2R)12-11-11 to21-2-12, Interior (1)21-2-12 to51-7-2, Exterior(2R)51-7-2 to59-10-2, Interior (1)59-10-2 to65-1-5zone;cantilever rightexposed ; endvertical rightexposed;C-C formembersand forces & MWFRS for reactionsshown;LumberDOL=1.60plategripDOL=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=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns.Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)Allplatesare4x6MT20unlessotherwiseindicated. 7)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection (byothers)of truss tobearingplatecapableofwithstanding310lbupliftatjoint25and247lbupliftatjoint13. 9)This trussisdesignedinaccordancewith the2018 International ResidentialCodesectionsR502.11.1andR802.10.2and referencedstandardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T17 1 12005621-12T Hip JobReference (optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.Mon Sep1410:44:30 Page: 1 ID:18xyq9qgOL6V1EpkzFzOsRyd4Ew-fsPZ5zzmd6z316iRKCr8a_dNsnau?jZde39BA1ydlYl DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 27 26 25 2423 22 21 20 19 1817 16 15 14 13 12 1 11 2 4 5 6 7 8 93 10 T1 T2 T4T3 T5 T6W1 W13 B1 B1B2B1 W5 W6 W6 W5 W8 W9 W10 W11 W12 W7 W6 W7 W6 W7 W6 W7 W4 W2 W3 Scale=1:97.2 PlateOffsets(X,Y):[3:0-3-12,0-2-8], [12:0-5-0,0-2-12], [14:0-2-0,0-2-4], [15:0-3-8,0-2-8], [17:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.71 Vert(LL)-0.23 21 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(CT)-0.44 21-22 >999 180 TCDL 10.0 RepStress Incr YES WB 0.96 Horz(CT)0.14 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:419 lb FT = 20% LUMBER TOP CHORD 2x6SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPF No.2*Except*W9,W10,W11,W2:2x4SPFStud,W1,W13:2x6 SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-1ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor9-7-15ocbracing. WEBS 1 Rowatmidpt 3-25,11-18,4-24,5-22,7-21,8-19, 2-26 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection,inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)14=2191/0-6-0,(min.0-3-10),27=2236/0-6-0,(min.0-3-10) MaxHoriz27=-213(LC17) MaxUplift14=-204(LC17),27=-236(LC13) MaxGrav14=2315(LC2),27=2317(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-28=-1425/344,2-28=-1419/369,2-29=-2054/557,3-29=-1996/580,3-30=-2794/746,4-30=-2794/745,4-31=-3312/848, 31-32=-3312/848,5-32=-3312/848,5-6=-3503/890,6-7=-3503/890,7-33=-3503/890,33-34=-3503/890,8-34=-3503/890, 8-35=-3373/876,9-35=-3373/876,9-10=-3373/877,10-36=-3116/842,11-36=-3195/809,11-37=-3338/815, 37-38=-3378/793,38-39=-3385/792,12-39=-3436/785,12-13=-2956/645,1-27=-2268/559,13-14=-2241/509BOT CHORD 25-26=-212/1199,24-25=-266/1784,23-24=-404/2792,22-23=-404/2792,21-22=-519/3312,20-21=-564/3373, 19-20=-564/3373,18-19=-454/2738,17-18=-589/2924,16-17=-589/2924,15-16=-583/2774 WEBS 3-25=-918/263,3-24=-378/1883,10-19=-321/1186,10-18=-102/585,11-18=-608/235,12-16=-28/281,12-15=-1325/371,13-15=-648/3068,4-24=-1457/402,4-22=-220/1029,5-22=-729/263,5-21=-94/397,7-21=-395/187,8-21=-167/360, 8-19=-867/352,2-25=-225/1184,1-26=-409/1906,2-26=-1429/377 NOTES 1)Unbalancedroof liveloadshavebeenconsidered for thisdesign.2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C;Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)7-2-12 to13-0-12, Interior(1)13-0-12 to15-10-0,Exterior(2R)15-10-0 to24-1-0, Interior(1)24-1-0 to48-8-13,Exterior(2R)48-8-13 to56-11-13, Interior(1) 56-11-13 to65-1-5 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)Allplatesare4x6MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding236 lbupliftat joint27and204lbupliftat joint14. 9)This trussisdesignedinaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferencedstandardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T18 1 12005621-12T Hip Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Mon Sep1410:44:31 Page: 1 ID:xXL04P7AQvTSlWv5AVtF9nyd4DG-73zxIJ_OOP5wfGHeuvMN7CAYxBqKkB8mtjvkiTydlYk DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ftto50.00 lb/ft155.00 lb/ft 28 27 26 2524 23 22 21 20 1918 17 16 15 1413 1 12 2 11 3 4 5 6 7 8 9 10 T1 T2 T4T3 T5 T6 T7W1 W13 B1 B1B1B2 W5 W6 W5 W8 W9 W10 W11 W12 W2 W4W3 W7W6 W6 W7 W6 W7 W6 W7 Scale =1:96.3 Plate Offsets(X,Y):[10:0-3-0,0-2-12], [13:0-6-12,0-3-4], [14:0-3-4,0-2-0], [15:0-5-0,0-2-0], [16:0-3-8,0-4-0], [19:0-2-6,0-2-8], [24:0-2-15,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.77 Vert(LL)-0.23 21 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.72 Vert(CT)-0.43 20-21 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.86 Horz(CT)0.15 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:425 lb FT = 20% LUMBER TOPCHORD 2x6SPFNo.2*Except*T6:2x6SP2400F2.0E BOTCHORD 2x6SPFNo.2 WEBS 2x4SPFNo.2*Except*W9,W10,W11,W2:2x4SPFStud,W12:2x4SPF 1650F1.5E,W1,W13:2x6SPFNo.2 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor3-6-9ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor8-2-1ocbracing. WEBS 1 Rowatmidpt 3-26,12-18,2-27,4-25,3-25,5-23, 7-21,8-21,8-20 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection,inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)15=3586/0-6-0,(min.0-5-13),28=2341/0-6-0,(min.0-3-13) MaxHoriz28=-207(LC17) MaxUplift15=-492(LC12),28=-254(LC13) Max Grav15=3690(LC2),28=2421(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-29=-1532/365,29-30=-1496/373,2-30=-1484/388,2-31=-2194/582,3-31=-2132/608,3-32=-2870/756,4-32=-2870/756, 4-33=-3421/874,5-33=-3421/874,5-6=-3666/937,6-7=-3666/937,7-34=-3666/937,8-34=-3666/937,8-35=-3613/945, 9-35=-3613/945,9-10=-3613/945,10-11=-3652/975,11-36=-3672/941,12-36=-3742/954,12-37=-4265/1057, 37-38=-4275/1058,13-38=-4615/1119,13-39=-3461/855,14-39=-3574/870,1-28=-2369/571,14-15=-3606/894BOTCHORD26-27=-247/1292,25-26=-302/1881,24-25=-431/2870,23-24=-431/2870,22-23=-550/3421,21-22=-550/3421, 20-21=-629/3613,19-20=-562/3102,18-19=-562/3102,17-18=-825/3692,16-17=-797/3317 WEBS 3-26=-894/268,10-20=-280/998,10-18=-234/1083,12-18=-1278/412,13-17=-38/492,13-16=-2565/708,14-16=-1017/4220,1-27=-419/1996,2-26=-233/1166,2-27=-1466/382,4-25=-1527/413,3-25=-386/1930, 4-23=-248/1122,5-23=-828/288,5-21=-124/518,7-21=-386/183,8-20=-723/318 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)7-2-12 to12-11-6,Interior(1)12-11-6 to16-2-14,Exterior(2R)16-2-14 to21-11-8,Interior(1)21-11-8 to48-3-15,Exterior(2R)48-3-15 to54-0-9, Interior(1)54-0-9 to63-11-5zone;C-C formembersand forces&MWFRS forreactionsshown;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=1.15PlateDOL=1.15); Is=1.0;Rough CatC;PartiallyExp.;Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns. Rain surchargeapplied toallexposed surfaceswithslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchord liveloadnonconcurrentwithanyother liveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplatecapableofwithstanding254lbupliftat joint28and492lbupliftat joint15. 9)This truss is designed inaccordancewith the2018 InternationalResidential Codesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-10=-61,10-36=-51,14-39=-51,15-28=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T19 1 12005621-12T PiggybackBase JobReference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.MonSep1410:44:31 Page: 1 ID:TQuL8JwBeUvyHpXzc4ayNvyd4CD-73zxIJ_OOP5wfGHeuvMN7CAX?BockChmtjvkiTydlYk Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. TrapezoidalLoads(lb/ft) Vert:36=-206-to-12=-210,12=-210-to-37=-230,37=-230-to-38=-236,38=-236-to-13=-245,13=-245-to-39=-256 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T19 1 12005621-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:31 Page: 2 ID:TQuL8JwBeUvyHpXzc4ayNvyd4CD-73zxIJ_OOP5wfGHeuvMN7CAX?BockChmtjvkiTydlYk DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ft to50.00 lb/ft155.00 lb/ft 28 27 26 25 24 2322 21 20 19 18 17 16 15 1413 1 12 2 11 3 4 5 6 7 8 9 10 T1 T2 T4T3 T5 T6 T7W1 W13 B1 B3B3B2 W5 W6 W5 W8 W9 W10 W11W12 W4 W2 W3 W7W6 W6 W7 W6 W7 W6 W7 Scale=1:92.9 Plate Offsets(X,Y):[13:0-7-4,0-3-0], [15:0-5-8,Edge], [16:0-2-4,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.69 Vert(LL)-0.20 21-23 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.37 21-23 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT)0.12 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:417 lb FT = 20% LUMBER TOP CHORD 2x6SPF No.2*Except*T6:2x6SP2400F2.0E BOT CHORD 2x6SPF No.2 WEBS 2x4SPF No.2*Except*W9,W10,W11,W2:2x4SPFStud,W1,W13:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-12ocpurlins, exceptend verticals. BOT CHORD Rigidceilingdirectlyappliedor9-6-4ocbracing. WEBS 1Rowatmidpt 3-26,12-18,2-27,4-24,5-23,7-21, 8-20 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)15=3409/0-6-0,(min.0-5-8),28=2204/0-6-0,(min.0-3-9) MaxHoriz28=-191(LC12) MaxUplift15=-473(LC12),28=-241(LC13) MaxGrav15=3499(LC2),28=2281(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-29=-1445/341,29-30=-1409/349,2-30=-1394/364,2-31=-2062/546,3-31=-2000/571,3-32=-2676/703,4-32=-2676/703, 4-33=-3145/800,5-33=-3145/800,5-6=-3308/842,6-7=-3308/842,7-34=-3308/842,8-34=-3308/842,8-35=-3172/828,9-35=-3172/828,9-10=-3172/828,10-11=-3040/814,11-36=-3061/780,12-36=-3131/794,12-37=-3084/766, 37-38=-3155/781,38-39=-3166/781,13-39=-3511/844,13-14=-1086/251,1-28=-2231/534,14-15=-3136/711 BOT CHORD 26-27=-262/1217,25-26=-313/1766,24-25=-313/1766,23-24=-434/2676,22-23=-498/3145,21-22=-498/3145, 20-21=-533/3172,19-20=-446/2580,18-19=-446/2580,17-18=-606/2731,16-17=-244/1018 WEBS 3-26=-827/258,10-20=-295/1155,10-18=-149/708,12-18=-781/300,12-17=-764/263,13-17=-411/1937, 13-16=-3025/833,14-16=-677/2848,2-26=-222/1088,1-27=-386/1880,2-27=-1376/357,4-24=-1393/393,3-24=-363/1774,4-23=-225/959,5-23=-689/268,5-21=-98/354,7-21=-386/183,8-21=-146/348,8-20=-858/331 NOTES 1)Unbalancedroof live loadshavebeen considered forthisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)7-2-12 to12-8-12, Interior(1)12-8-12 to16-2-14,Exterior(2R)16-2-14 to21-8-14, Interior(1)21-8-14 to48-3-15,Exterior(2R)48-3-15 to53-9-15, Interior(1) 53-9-15 to61-9-5zone;C-C formembersandforces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns. Rain surchargeapplied toallexposedsurfaces with slopesless than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)Allplatesare4x6MT20unlessotherwise indicated.8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding241 lbupliftat joint28and473lbupliftat joint15. 10)This trussisdesignedinaccordancewith the2018 InternationalResidential CodesectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T20 3 12005621-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.MonSep1410:44:32 Page: 1 ID:LXr?uFXY9Fn1tDa0stO3n2yd46H-bFXJWf?09jDnGQrqSducfPik?aA6TeOv6NeIEvydlYj Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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:1-3=-51,3-10=-61,10-36=-51,15-28=-20 TrapezoidalLoads(lb/ft) Vert:36=-206-to-12=-211,12=-211-to-37=-228,37=-228-to-38=-232,38=-232-to-39=-240,39=-240-to-13=-250,13=-250-to-14=-256 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T20 3 12005621-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:32 Page: 2 ID:LXr?uFXY9Fn1tDa0stO3n2yd46H-bFXJWf?09jDnGQrqSducfPik?aA6TeOv6NeIEvydlYj DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 0.00 lb/ftto50.00 lb/ft155.00 lb/ft 28 27 26 2524 2322 21 20 19 18 16 15 1413 1 12 2 11 103456789 T1 T2 T4T3 T5 T6W1 W14 B1 B1B1B2 W4 W5 W6 W5 W12W13 W7W6 W6 W7 W6 W7 W6 W7 W3 W2 W8 W9 W10 W11 Scale =1:92.3 Plate Offsets(X,Y):[13:0-3-0,0-0-12], [17:0-2-12,0-3-8], [24:0-2-15,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.43 Vert(LL)-0.13 21-23 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.23 21-23 >999 180 TCDL 10.0 RepStress Incr NO WB 0.89 Horz(CT)0.06 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:420 lb FT=20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPF No.2*Except*W12,W13,W2,W10,W11:2x4SPFStud,W1,W14:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-10-7ocpurlins, exceptend verticals. BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing,Except:6-0-0ocbracing:17-18. WEBS 1Rowatmidpt 3-26,10-18,4-25,6-23,6-21,8-21, 9-20,2-27,11-17 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)15=893/0-6-0,(min.0-1-10),17=3004/0-6-0,(min.0-4-13),28=1716/0-6-0,(min.0-2-13) Max Horiz28=-257(LC12) Max Uplift15=-179(LC17),17=-421(LC12),28=-198(LC13) Max Grav15=1017(LC54),17=3085(LC41),28=1781(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-29=-1121/267,29-30=-1086/275,2-30=-1070/290,2-31=-1571/434,3-31=-1510/459,3-32=-1951/538,4-32=-1951/538,4-33=-2115/565,5-33=-2115/565,5-6=-2115/565,6-7=-1971/537,7-8=-1971/537,8-34=-1971/537,9-34=-1971/537, 9-35=-1529/454,10-35=-1529/454,10-11=-757/305,11-36=-78/402,37-38=-363/144,13-38=-510/181,13-14=-387/108, 1-28=-1732/420,14-15=-963/164 BOTCHORD 27-28=-243/258,26-27=-289/938,25-26=-327/1339,24-25=-423/1951,23-24=-423/1951,22-23=-449/2115, 21-22=-449/2115,20-21=-305/1529,19-20=-131/635,18-19=-131/635,17-18=-250/207,16-17=-92/409 WEBS 2-26=-183/795,3-26=-574/224,10-20=-340/1745,10-18=-1432/301,13-16=-546/215,14-16=-107/794,4-25=-894/327,3-25=-286/1193,4-23=-147/385,6-21=-278/78,8-21=-386/183,9-21=-198/867,9-20=-1357/373,2-27=-1039/280, 1-27=-288/1448,11-18=-276/1722,11-17=-2303/550,12-17=-899/336 NOTES 1)Unbalancedroof liveloadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)7-2-12 to12-8-12, Interior(1)12-8-12 to16-2-14,Exterior(2R)16-2-14 to21-8-14,Interior(1)21-8-14 to48-3-15,Exterior(2R)48-3-15to53-9-15, Interior(1)53-9-15 to61-9-5 zone; cantileverrightexposed ; end verticalrightexposed;C-C formembersand forces&MWFRSforreactions 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=1.15Plate DOL=1.15); Is=1.0;Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns. Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)Allplatesare4x6MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding198 lbupliftat joint28,179 lbupliftat joint15and421 lbupliftat joint17. 9)This truss is designed inaccordancewith the2018 International Residential CodesectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T21 2 12005621-12T PiggybackBase Job Reference(optional) Run:8.4S0Mar102020Print:8.400SApr72020MiTekIndustries,Inc.MonSep1410:44:33 Page: 1 ID:mUEh1YjmJSKnLMonYfU_m6yd3tq-3R5ij?0ew1LeuaQ00KPrCdFzn_XJC6j3K1OrmMydlYi Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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=-51,3-10=-61,10-36=-51,15-28=-20 TrapezoidalLoads(lb/ft) Vert:36=-206-to-12=-227,12=-227-to-37=-232,37=-232-to-38=-240,38=-240-to-13=-250,13=-250-to-14=-256 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T21 2 12005621-12T PiggybackBase Job Reference(optional) Run:8.4S0Mar102020Print:8.400SApr72020MiTek Industries, Inc.MonSep1410:44:33 Page: 2 ID:mUEh1YjmJSKnLMonYfU_m6yd3tq-3R5ij?0ew1LeuaQ00KPrCdFzn_XJC6j3K1OrmMydlYi DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 21 20 19 18 17 16 15 14 13 12 1 2 11 3 4 5 6 7 8 9 10 T1 T2 T4T3 T5 W1 W11 B1 B2B2 W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W10 Scale=1:76.7 Plate Offsets(X,Y):[3:0-4-0,0-2-4], [10:0-4-0,0-2-4],[11:0-3-0,0-1-8], [12:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.63 Vert(LL)-0.20 16-17 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.90 Vert(CT)-0.46 16-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.88 Horz(CT)0.12 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:286 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2WEBS2x4SPFNo.2*Except*W2,W1:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor3-7-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-10-3ocbracing. WEBS 1 Rowatmidpt 2-20,4-19,5-17,5-16,7-14,10-13, 1-21,11-12 WEBS 2 Rowsat1/3pts 8-13 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1800/0-6-0,(min.0-3-2),21=1769/0-6-0,(min.0-2-14) Max Horiz21=382(LC15) Max Uplift12=-231(LC12),21=-188(LC13) Max Grav12=1981(LC39),21=1835(LC2) FORCES (lb)-Max.Comp./Max.Ten.-Allforces250(lb)or lessexceptwhen shown. TOP CHORD 1-22=-435/117,2-22=-374/129,2-23=-1619/273,3-23=-1548/302,3-4=-1359/282,4-24=-2000/368,24-25=-2000/368, 5-25=-2000/368,5-6=-2156/359,6-7=-2156/359,7-26=-1675/328,26-27=-1675/328,8-27=-1675/328,8-9=-805/220, 9-10=-805/220,10-11=-963/236,1-21=-1841/166,11-12=-1942/267 BOT CHORD 20-21=-353/295,19-20=-401/855,18-19=-511/1979,17-18=-511/1979,16-17=-547/2183,15-16=-496/2058, 14-15=-496/2058,13-14=-374/1636 WEBS 1-20=-90/1621,2-20=-1570/182,2-19=-192/912,3-19=-39/486,4-19=-1258/308,4-17=-76/540,5-17=-436/198, 7-16=-13/355,7-14=-806/243,8-14=-114/873,8-13=-1689/350,11-13=-276/1627 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)7-1-12 to11-9-2, Interior(1)11-9-2 to16-2-14,Exterior(2R)16-2-14 to22-9-4, Interior(1)22-9-4 to48-3-15,Exterior(2E)48-3-15 to53-0-4 zone; cantilever left andrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0;RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding188 lbupliftat joint21and231lbupliftat joint12. 8)This truss is designed inaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T22 1 12005621-12T PiggybackBase Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:34 Page: 1 ID:sH9?frGUL2hQ1K50vB8ydlyd38f-Yef4wL1HhKTVWj?DZ2w4kqo5QOmWxZ7CZh7PJoydlYh DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 24 23 22 21 20 19 18 17 16 15 14 13 1 2 12 3 4 5 6 7 8 9 10 11 T1 T2 T4T3 T5 W1 W9 B1 B1B2 W2 W3 W4 W5 W6 W7 W6 W7 W6 W7 W6 W7 W6 W7 W6 W5 W8 Scale =1:73.5 Plate Offsets(X,Y):[1:0-4-0,0-2-0], [3:0-4-0,0-3-0],[22:0-3-8,0-8-0], [23:0-2-8,0-7-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.45 Vert(LL)-0.16 21-22 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.29 Vert(CT)-0.26 21-22 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.80 Horz(CT)0.04 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:935 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x10SP2400F2.0E WEBS 2x4SPF No.2*Except*W2:2x4SPF1650F1.5E,W3:2x4SPFStud, W1,W9:2x6SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-9-14ocpurlins,exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 2-23,5-18,8-15,11-14,1-24,12-13 REACTIONS (lb/size)13=3840/0-6-0,(min.0-1-11),24=12121/0-6-0,(min.0-5-1) MaxHoriz24=182(LC12) MaxUplift13=-665(LC8),24=-2095(LC9) MaxGrav13=4069(LC35),24=12167(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-6789/1214,2-3=-9561/1771,3-4=-7787/1457,4-25=-7787/1457,5-25=-7787/1457,5-6=-5691/1065,6-7=-5691/1065,7-8=-5691/1065,8-9=-2763/496,9-10=-2763/496,10-26=-2763/496,11-26=-2763/496, 11-12=-1072/197,1-24=-11477/2021,12-13=-3916/653 BOTCHORD 23-29=-1137/5787,29-30=-1137/5787,22-30=-1137/5787,21-22=-1543/8161,20-21=-1287/6833,19-20=-1287/6833, 18-19=-1287/6833,17-18=-818/4380,16-17=-818/4380,15-16=-818/4380,14-15=-161/922 WEBS 1-23=-1701/9750,2-23=-4888/910,2-22=-809/4238,3-22=-1091/5548,3-21=-1438/506,4-21=-485/175,5-21=-524/2331,5-18=-2490/502,7-18=-306/154,8-18=-548/2877,8-15=-3522/690,10-15=-540/166,11-15=-756/4101,11-14=-3301/624, 12-14=-593/3397 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:Top chords connectedas follows:2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x10-5rows 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 toplyconnectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;LumberDOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign.7)Provideadequatedrainage toprevent waterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding2095 lbupliftat joint24and665 lbupliftat joint13. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T23 1 22005621-12T PiggybackBaseGirder JobReference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:34 Page: 1 ID:4bU65SZ1S?gWxvbxXvAq?Cyd2fH-Yef4wL1HhKTVWj?DZ2w4kqo7EOw2xaMCZh7PJoydlYh Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)979 lbdownand126 lbupat8-0-12,766 lbdownand175lbupat 10-0-12,1126 lbdownand184 lbupat12-0-12,and1116 lbdownand194 lbupat14-0-12,and8571 lbdownand1610 lbupat16-1-8onbottom chord.Thedesign/ selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-11=-61,11-12=-51,13-24=-20 ConcentratedLoads(lb) Vert:22=-8571,27=-979,28=-766,29=-1126,30=-1116 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T23 1 22005621-12T PiggybackBaseGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:34 Page: 2 ID:4bU65SZ1S?gWxvbxXvAq?Cyd2fH-Yef4wL1HhKTVWj?DZ2w4kqo7EOw2xaMCZh7PJoydlYh DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 16 15 14 13 12 11 10 9 8 1 2 3 4 5 6 7 W1 T1 T2T1 T3 W6 B1 B3B2 W4 W5 W2W3W2W2W3W2W3 Scale = 1:59.5 Plate Offsets(X,Y):[7:0-5-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.91 Vert(LL)-0.12 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.24 15-16 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.67 Horz(CT)0.03 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:220 lb FT=20% LUMBER TOP CHORD 2x4SPF1650F1.5E*Except*T3,T2:2x4SPFNo.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x4SPF1650F1.5E BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 1-16,7-10,8-9,7-11,2-15,1-15, 4-13,5-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1368/0-6-0,(min.0-2-7),16=1391/Mechanical,(min.0-1-8) Max Horiz16=-61(LC17) Max Uplift9=-237(LC12),16=-298(LC12) Max Grav9=1567(LC36),16=1681(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1609/337,1-2=-982/182,2-17=-1263/250,3-17=-1263/250,3-4=-1263/250,4-18=-1263/250,5-18=-1263/250,5-6=-1148/224,6-19=-1148/224,7-19=-1148/224,7-8=-395/76,8-9=-1567/227 BOT CHORD 14-15=-176/982,13-14=-176/982,12-13=-198/1148,11-12=-198/1148,10-11=-54/375 WEBS 7-10=-1266/279,8-10=-201/1433,7-11=-247/1309,2-15=-1125/348,1-15=-300/1618,2-13=-115/503,4-13=-465/220, 5-13=-60/270,5-11=-889/299 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-7-7, Interior(1)3-7-7 to32-0-15,Exterior(2E)32-0-15 to34-7-4 zone;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=1.60 2)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. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Provideadequatedrainage topreventwaterponding. 5)AllplatesareMT20platesunlessotherwise indicated. 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 tobearingplatecapableofwithstanding298 lbupliftatjoint16and237lbupliftat joint9. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T24 7 12005621-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:35 Page: 1 ID:T36?stFw1E0otwMniQdAx2yd37N-0qDS8h1vSebM7taP7lRJH2KBnoCCg3eMoLtyrEydlYg DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 14 1312 11 10 9 8 1 2 3 4 5 6 7 W1 T1 T3T2 W1 B1 B3B2 W2W1W2W2W1W2W1 Scale = 1:58.1 Plate Offsets(X,Y):[12:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)-0.15 13-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.31 13-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:194 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-8-1ocbracing. WEBS 1 Rowatmidpt 1-14,7-8,7-9,2-13,1-13,4-11,6-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1392/0-6-0,(min.0-2-3),14=1392/Mechanical,(min.0-1-8) Max Uplift8=-290(LC12),14=-290(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-14=-1317/569,1-2=-947/358,2-3=-1227/462,3-15=-1227/462,4-15=-1227/462,4-16=-1227/462,5-16=-1227/462, 5-6=-1227/462,6-7=-947/358,7-8=-1317/569 BOT CHORD 12-13=-358/947,11-12=-358/947,10-11=-358/947,9-10=-358/947 WEBS 7-9=-544/1439,2-13=-909/531,1-13=-544/1439,2-11=-161/434,4-11=-496/342,6-11=-161/434,6-9=-909/531 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3)0-1-12 to15-1-12,Exterior(2)15-1-12 to19-7-4, Corner(3)19-7-4 to34-7-4zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategripDOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 3)Provideadequatedrainage topreventwaterponding. 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 tobearingplatecapableofwithstanding290 lbupliftatjoint14and290lbupliftat joint8. 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 ClayLot14 T25 1 12005621-12T Flat Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:35 Page: 1 ID:N9oLnFb211od_LTptNZv7Fyd333-0qDS8h1vSebM7taP7lRJH2KAXoBpg6IMoLtyrEydlYg DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 14 1312 11 10 9 8 1 2 3 4 5 6 7 W1 T1 T3T2 W1 B1 B3B2 W2W1W2W2W1W2W1 Scale=1:57.8 PlateOffsets(X,Y):[12:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.84 Vert(LL)-0.15 13-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.31 13-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.45 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:179lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-10-5ocbracing. WEBS 1 Rowatmidpt 1-14,7-8,7-9,2-13,1-13,4-11,6-9 MiTekrecommendsthatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1392/0-6-0,(min.0-2-3),14=1392/Mechanical,(min.0-1-8) MaxUplift8=-290(LC12),14=-290(LC12) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-14=-1316/569,1-2=-1132/428,2-3=-1469/553,3-15=-1469/553,4-15=-1469/553,4-16=-1469/553,5-16=-1469/553, 5-6=-1469/553,6-7=-1132/428,7-8=-1316/569 BOTCHORD 12-13=-428/1132,11-12=-428/1132,10-11=-428/1132,9-10=-428/1132 WEBS 7-9=-590/1561,2-13=-907/530,1-13=-590/1561,2-11=-175/472,4-11=-497/342,6-11=-175/472,6-9=-907/530 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3)0-1-12 to15-1-12,Exterior(2)15-1-12 to19-7-4, Corner(3)19-7-4 to34-7-4 zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than0.500/12inaccordance with IBC 1608.3.4. 3)Provideadequatedrainage toprevent waterponding. 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 tobearingplate capableof withstanding290 lbupliftat joint14and290lbupliftat joint8. 7)This trussisdesignedinaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T26 1 12005621-12T Flat Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:36 Page: 1 ID:Z5XnoSLxQ4cqQsCkWPhReKyd325-U0nqL12XDyjDl19bhTyYqFtNeCWjPZLV0?cVNgydlYf DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 24 23 22 21 2019 18 17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 T1 T2 T4T3 W5 B1 B3B3B2 W1 W2 W3 W7W4W6W5 W9W5W8W9W5W9W5W9W5W9W5W9W5 HW1 Scale = 1:88.2 PlateOffsets (X,Y):[2:0-2-8,0-3-0], [3:0-4-0,0-4-12], [25:0-6-0,0-8-0], [27:0-3-8,0-6-8], [28:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.37 Vert(LL)-0.28 23-25 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.49 23-25 >999 180 MT18HS 244/190 TCDL 10.0 RepStress Incr NO WB 0.75 Horz(CT)0.10 16 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:1605lbFT=20% LUMBER TOPCHORD 2x8SP2400F2.0E*Except*T1:2x10 SP 2400F2.0E BOTCHORD 2x10 SP 2400F2.0E WEBS 2x4SPF Stud*Except*W7:2x6SP2400F2.0E,W4,W9,W8:2x4SPF No.2 WEDGE Left:2x10 SP 2400F2.0E BRACING TOPCHORD Structuralwoodsheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=12604/0-6-0, (min.0-3-8),16=5523/0-6-0, (min.0-1-9) MaxHoriz2=252 (LC53) MaxUplift2=-2056(LC9),16=-1028(LC9) MaxGrav2=12604 (LC1),16=5770 (LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOPCHORD 2-3=-17298/2897,3-4=-18707/3230,4-5=-20356/3558,5-34=-22859/4031,6-34=-22859/4031,6-35=-22859/4031, 7-35=-22859/4031,7-8=-18166/3267,8-9=-18166/3267,9-10=-18166/3267,10-11=-11899/2159,11-12=-11899/2159, 12-36=-11899/2159,13-36=-11899/2159,13-14=-4334/775,14-15=-4334/775,15-16=-5597/1026 BOTCHORD 2-37=-2431/13978,37-38=-2431/13978,29-38=-2431/13978,29-39=-2431/13978,39-40=-2431/13978, 28-40=-2431/13978,28-41=-2893/16636,41-42=-2893/16636,27-42=-2893/16636,26-27=-3558/20356, 25-26=-3558/20356,24-25=-3750/21002,23-24=-3750/21002,22-23=-3750/21002,21-22=-2761/15210, 20-21=-2761/15210,19-20=-2761/15210,18-19=-1519/8376,17-18=-1519/8376 WEBS 3-29=-517/206,3-28=-704/3455,4-28=-187/1141,6-25=-251/183,4-27=-1427/7744,5-25=-1022/5210,5-27=-4267/894, 15-17=-1234/6904,7-23=-65/695,7-25=-670/3271,7-22=-4550/853,10-22=-808/4726,10-19=-5309/962, 11-19=-253/133,13-19=-1024/5714,13-18=0/260,13-17=-6462/1191,14-17=-466/151 NOTES 1)3-ply truss tobeconnected togetherwith10d (0.131"x3")nailsas follows: Topchordsconnectedas follows:2x10-2rowsstaggeredat0-9-0oc,2x8-2 rowsstaggeredat0-9-0oc,2x4-1 rowat0-9-0oc. Bottomchordsconnectedas follows:2x10-2 rowsstaggeredat0-7-0oc. Webconnectedasfollows:2x4-1rowat0-9-0oc,2x6-3rowsstaggeredat0-4-0oc. 2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback (B) facein theLOADCASE(S)section.Ply toplyconnectionshavebeenprovided to distributeonlyloadsnotedas (F)or (B),unlessotherwiseindicated. 3)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft exposed;endverticalleftexposed;LumberDOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-16; Pr=20.0psf (roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 Plate DOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaceswithslopesless than0.500/12inaccordancewith IBC 1608.3.4. 6)Unbalancedsnowloadshavebeenconsidered for thisdesign. 7)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 8)Provideadequatedrainage topreventwaterponding. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T27 1 32005621-12T HalfHip Girder Job Reference (optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.Mon Sep1410:44:36 Page: 1 ID:AXoAlmqOsyhCKPFqMc09y8yd2b3-U0nqL12XDyjDl19bhTyYqFtVzCbFPVeV0?cVNgydlYf Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9)AllplatesareMT20platesunlessotherwise indicated. 10)Allplatesare3x6MT20unlessotherwiseindicated. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 12)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1028lbupliftat joint16and2056lbupliftat joint2. 13)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)900 lbdownand120 lbupat2-0-12,779 lbdownand129lbupat4-0-12,856 lbdownand142 lbupat6-0-12,978 lbdownand128lbupat8-0-12,766 lbdownand175 lbupat10-0-12,1040 lbdownand144 lbupat12-0-12,and954 lbdown and109lbupat14-0-12,and7763 lbdownand1439 lbupat16-1-8onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-15=-61,16-30=-20 ConcentratedLoads(lb) Vert:26=-954,25=-7763,37=-900,38=-779,39=-856,40=-978,41=-766,42=-1040 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T27 1 32005621-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:36 Page: 2 ID:AXoAlmqOsyhCKPFqMc09y8yd2b3-U0nqL12XDyjDl19bhTyYqFtVzCbFPVeV0?cVNgydlYf DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 31 30 29 28 27 26 25 24 23 22 2120 19 18 17 1 2 3 5 6 7 8 9 1011 12 1314 15 164 T1 T2 T4T3T3 W7 W1 B1 B1B1B2 W6W5W6W7W8W7W8W7W8W7W8W7W8W7W8W7W8W7 W4W3 W2 Scale = 1:88.2 PlateOffsets (X,Y):[4:0-3-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.54 Vert(LL)0.43 23 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.32 Vert(CT)-0.55 23 >999 180 MT18HS 244/190 TCDL 10.0 RepStress Incr NO WB 0.84 Horz(CT)0.12 17 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:748lb FT=20% LUMBER TOPCHORD 2x6SP2400F2.0E BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPF Stud*Except*W6:2x4SPFNo.2,W1:2x6SP2400F2.0E BRACING TOPCHORD Structuralwoodsheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigidceilingdirectlyappliedor9-8-14ocbracing. REACTIONS (lb/size)17=4083/0-6-0, (min.0-1-12),31=3866/0-6-0, (min.0-1-10) MaxHoriz31=166 (LC12) MaxUplift17=-2178(LC9),31=-1879(LC9) MaxGrav17=4241 (LC43),31=3893 (LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOPCHORD 2-3=-4411/2221,3-4=-5520/2853,4-32=-7517/3893,32-33=-7518/3894,5-33=-7521/3895,5-34=-7518/3892, 34-35=-7518/3892,6-35=-7518/3892,6-36=-10308/5366,36-37=-10308/5366,37-38=-10308/5366,7-38=-10308/5366, 7-39=-10308/5366,8-39=-10308/5366,8-40=-10308/5366,40-41=-10308/5366,9-41=-10308/5366,9-42=-10022/5225, 42-43=-10022/5225,10-43=-10022/5225,10-11=-10022/5225,11-44=-10022/5225,44-45=-10022/5225, 12-45=-10022/5225,12-46=-6691/3460,46-47=-6691/3460,47-48=-6691/3460,13-48=-6691/3460,13-14=-6691/3460, 14-49=-6691/3460,49-50=-6691/3460,15-50=-6691/3460,15-51=-3872/1987,51-52=-3872/1987,16-52=-3872/1987, 16-17=-4096/2158,2-31=-3738/1834 BOTCHORD 30-31=-375/515,29-30=-1937/3699,29-53=-2535/4853,53-54=-2535/4853,54-55=-2535/4853,28-55=-2535/4853, 28-56=-4839/9325,27-56=-4839/9325,27-57=-4839/9325,26-57=-4839/9325,26-58=-4839/9325,58-59=-4839/9325, 59-60=-4839/9325,25-60=-4839/9325,24-25=-5504/10549,24-61=-5504/10549,23-61=-5504/10549, 23-62=-5504/10549,62-63=-5504/10549,22-63=-5504/10549,22-64=-4558/8754,64-65=-4558/8754,21-65=-4558/8754, 20-21=-4558/8754,20-66=-4558/8754,19-66=-4558/8754,19-67=-1987/3872,67-68=-1987/3872,18-68=-1987/3872 WEBS 16-18=-2744/5346,4-29=-760/549,4-28=-1941/3781,5-28=-721/436,6-28=-2568/1351,6-26=-8/295,6-25=-761/1454, 8-25=-553/383,9-25=-385/213,9-23=-5/296,9-22=-743/393,11-22=-551/381,12-22=-939/1807,12-21=-13/308, 12-19=-2953/1548,14-19=-589/378,15-19=-2075/3979,15-18=-3473/1900,3-29=-891/1620,3-30=-1435/770, 2-30=-1721/3506 NOTES 1)2-ply truss tobeconnected togetherwith10d (0.131"x3")nailsas follows: Topchordsconnectedas follows:2x6-2rowsstaggeredat0-9-0oc,2x4-1 rowat0-9-0oc. Bottomchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc. Webconnectedasfollows:2x4-1rowat0-9-0oc. 2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback (B) facein theLOADCASE(S)section.Ply toplyconnectionshavebeenprovided to distributeonlyloadsnotedas (F)or (B),unlessotherwiseindicated. 3)Unbalanced roofliveloadshavebeenconsidered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=6.0psf; BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft exposed;endverticalleftexposed;LumberDOL=1.60plategripDOL=1.60 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T28 1 22005621-12T HalfHip Girder Job Reference (optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.Mon Sep1410:44:44 Page: 1 ID:IRuO0BJB2A8iUw93Z86gliyd3?Y-U0nqL12XDyjDl19bhTyYqFtSJCc2PTFV0?cVNgydlYf Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding2178lbupliftat joint17and1879lbupliftat joint31. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)520 lbdownand402 lbupat6-8-0,181 lbdownand123 lbupat8-11-4, 181 lbdownand123 lbupat10-11-4,181 lbdownand123lbupat12-11-4,181 lbdownand123 lbupat14-11-4,181 lbdownand123 lbupat16-11-4,181 lbdownand 123 lbupat18-11-4,181lbdownand123 lbupat20-11-4,181 lbdownand123 lbupat22-11-4,181 lbdownand123 lbupat24-11-4,181 lbdownand123lbupat 26-11-4,181 lbdownand123 lbupat28-11-4,181 lbdownand123 lbupat30-11-4,181lbdownand123 lbupat32-11-4,181 lbdownand123 lbupat34-11-4,181 lb downand123 lbupat36-11-4,181 lbdownand123 lbupat38-11-4,181 lbdownand123lbupat40-11-4,181 lbdownand123 lbupat42-11-4,181 lbdownand123 lb upat44-11-4,181 lbdownand123 lbupat46-11-4,and181 lbdownand123 lbupat48-11-4,and184 lbdownand129lbupat50-10-4ontop chord,and106 lbdownand24 lbupat6-8-0,51 lbdownand26 lbupat6-11-4,51 lbdownand26lbupat8-11-4,51 lbdownand26 lbupat10-11-4,51 lbdownand26lbupat12-11-4,51 lb downand26lbupat14-11-4,51 lbdownand26lbupat16-11-4,51lbdownand26 lbupat18-11-4,51lbdownand26 lbupat20-11-4,51lbdownand26 lbupat 22-11-4,51lbdownand26lbupat24-11-4,51lbdownand26 lbupat26-11-4,51lbdownand26lbupat28-11-4,51 lbdownand26 lbupat30-11-4,51 lbdownand26lbupat32-11-4,51 lbdownand26 lbupat34-11-4,51 lbdownand26 lbupat36-11-4,51 lbdownand26 lbupat38-11-4,51 lbdownand26 lbupat40-11-4,51 lbdown and26 lbupat42-11-4,51 lbdownand26 lbupat44-11-4,51 lbdownand26 lbupat46-11-4,and51lbdownand26 lbupat48-11-4,and67 lbdownand20 lbupat 50-10-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-16=-61,17-31=-20 ConcentratedLoads(lb) Vert:4=-381,16=-147,17=-47,29=-75,11=-114,22=-36,14=-114,19=-36,20=-36,24=-36,32=-114,33=-114,34=-114,35=-114,36=-114,38=-114,39=-114, 40=-114,41=-114,42=-114,43=-114,44=-114,45=-114,46=-114,47=-114,49=-114,50=-114,51=-114,52=-114,53=-36,54=-36,55=-36,56=-36,57=-36,58=-36,59=-36,60=-36,61=-36,62=-36,63=-36,64=-36,65=-36,66=-36,67=-36,68=-36,69=-36,70=-36 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T28 1 22005621-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:44 Page: 2 ID:IRuO0BJB2A8iUw93Z86gliyd3?Y-U0nqL12XDyjDl19bhTyYqFtSJCc2PTFV0?cVNgydlYf DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 2x4 3x6 4x4 3x8 3x8 3x5 4x4 3x6 2x4 26 141525 1 13 1624 17232221201918 122 1132728 104 95 6 8 7 T1 T2 W1 W7 B1 B2 B3 W3 W4 W3 W5 W4 W2 W6 ST4 ST5ST3 ST2 ST1 ST4 ST5 ST3 ST2 ST1 Scale = 1:40.6 Plate Offsets(X,Y):[26:0-2-1,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.56 Vert(LL)-0.14 19 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.84 Vert(CT)-0.29 19 >805 180 TCDL 10.0 RepStress Incr YES WB 0.55 Horz(CT)0.21 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:95 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:25-26,14-15. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)14=689/0-6-0,(min.0-1-8),26=689/0-3-0,(min.0-1-8) Max Horiz26=149(LC13) Max Uplift14=-100(LC17),26=-100(LC16) Max Grav14=778(LC2),26=778(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-1282/158,2-3=-1432/215,3-29=-1402/248,4-29=-1348/257,4-5=-1334/281,5-6=-975/157,6-7=-972/186, 7-8=-971/191,8-9=-973/167,9-10=-1319/221,10-30=-1334/200,11-30=-1389/193,11-12=-1418/164,12-13=-1255/118, 1-26=-917/135,13-14=-937/98 BOT CHORD 24-25=-223/1225,23-24=-235/1258,22-23=-238/1258,21-22=-206/1177,20-21=-206/1177,19-20=-81/1127, 18-19=-81/1127,17-18=-97/1195,16-17=-96/1196,15-16=-89/1163 WEBS 5-22=-125/374,5-27=-442/215,20-27=-485/214,9-18=-89/324,7-20=-138/739,20-28=-442/187,9-28=-401/192, 2-25=-405/88,12-15=-425/69,1-25=-107/1274,13-15=-85/1278 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-11-0,Exterior(2R)9-11-0 to13-1-4, Interior(1)13-1-4 to19-7-4 zone;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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gable studs spacedat2-0-0oc.8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Bearingat joint(s)26,14 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearing surface. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint26and100lbupliftat joint14. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T30GE 1 12005621-12T RoofSpecialSupportedGable Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:45 Page: 1 ID:SdEGgioGvrlCtnSAErlRljyd2vm-jlpEE69A5irxKQLKjsdfh9l_kqX10d_q5vIUCfydlYW DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 3x5 =6x6 1.5x4 1.5x4 =6x6 11 8 10 9 1 762 3 5 4 W1 T1 T3 T2 T2 W7B1 B2 B3W2 W3 W4 W5 W5 W4 W3 W6 Scale = 1:38.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL)-0.10 9-10 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.22 9-10 >999 180 TCDL 10.0 RepStress Incr YES WB 0.56 Horz(CT)0.14 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:88 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-8-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=713/0-6-0,(min.0-1-8),11=714/Mechanical,(min.0-1-8) Max Horiz11=-205(LC14) Max Uplift8=-107(LC17),11=-108(LC16) Max Grav8=924(LC42),11=920(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-2035/249,3-12=-1897/263,3-4=-2035/362,4-5=-2024/326,5-13=-1886/236,6-13=-2023/222 BOT CHORD 10-11=-313/1367,9-10=-130/1073,8-9=-221/1333 WEBS 2-11=-1774/264,2-10=0/394,3-10=-343/182,4-10=-206/1059,4-9=-208/1042,5-9=-342/182,6-9=-4/416,6-8=-1749/260 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to2-8-0, Interior(1)2-8-0 to9-11-0,Exterior(2R)9-11-0 to13-1-4, Interior(1)13-1-4 to19-7-4 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Bearingat joint(s)8considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding108 lbupliftatjoint11and107lbupliftat joint8. 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 ClayLot14 T31 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:45 Page: 1 ID:yobL7_3BdcRXQgqJFK7WMNyd2sq-jlpEE69A5irxKQLKjsdfh9l1iqdy0dqq5vIUCfydlYW DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 412 3x5 1.5x4 1.5x4 =6x6 11 8 10 9 1 762 53 4 W1 T1 T3 T2 T2 W7 B1 B2 B3 W2 W3 W4 W5 W5 W4 W3 W6 Scale = 1:38.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.10 9-10 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(CT)-0.23 9-10 >999 180 TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.15 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:91 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-2-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-2-5ocbracing. WEBS 1 Rowatmidpt 2-11,6-8 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=733/0-6-0,(min.0-1-8),11=734/Mechanical,(min.0-1-8) Max Horiz11=-219(LC14) Max Uplift8=-117(LC17),11=-117(LC16) Max Grav8=801(LC42),11=799(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-1789/296,3-12=-1754/308,3-4=-1811/379,4-5=-1801/313,5-13=-1744/252,6-13=-1779/240 BOT CHORD 10-11=-401/1507,9-10=-201/985,8-9=-290/1489 WEBS 2-11=-1793/283,4-10=-216/895,4-9=-171/880,6-8=-1781/301 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-11-0,Exterior(2R)9-11-0 to13-1-4, Interior(1)13-1-4 to19-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;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)Refer togirder(s) for truss to truss connections. 8)Bearingat joint(s)8considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding117 lbupliftat joint11and117lbupliftat joint8. 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 ClayLot14 T32 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:46 Page: 1 ID:8vmVRlC52_qzFM9QO8p5Jhyd2sf-BxNcSRAos0_oyawWGZ8uEMICcEzjl50zKZ11k5ydlYV DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 412 2x4 MT18HS5x12 MT18HS5x12 2x4 9 6 8 7 1 542 3 W1 T1 T3 T2 T2 W6 B1 B2 B3 W2 W3 W4 W4 W3 W5 Scale = 1:40 Plate Offsets(X,Y):[2:0-6-0,0-1-0], [4:0-6-0,0-1-0], [7:0-3-12,0-1-8], [8:0-3-12,0-1-8], [9:0-2-1,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)-0.09 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)-0.23 7-8 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.59 Horz(CT)0.11 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:90 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)6=753/0-6-0,(min.0-1-8),9=754/Mechanical,(min.0-1-8) Max Horiz9=-233(LC14) Max Uplift6=-130(LC17),9=-130(LC16) Max Grav6=874(LC42),9=876(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-823/158,1-10=-1298/303,10-11=-1298/303,11-12=-1296/303,2-12=-1295/303,2-3=-1605/423,3-4=-1591/318,4-13=-1284/221,13-14=-1285/221,14-15=-1287/220,5-15=-1288/220,5-6=-822/175 BOT CHORD 7-8=-264/842 WEBS 1-8=-232/1361,2-8=-1183/321,3-8=-271/990,3-7=-168/971,4-7=-1171/294,5-7=-287/1352 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-11-0,Exterior(2E)9-11-0 to13-2-0, Interior(1)13-2-0 to19-7-4 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)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Bearingat joint(s)6considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding130 lbupliftatjoint9and130 lbupliftat joint6. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T33 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:46 Page: 1 ID:BoAAatNVWbjrYfpImnacQsyd2sQ-BxNcSRAos0_oyawWGZ8uEMI2cE__l3dzKZ11k5ydlYV DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 2x4 4x10 4x10 =5x12 2x4 14 8 13 12 11 10 9 1 2 6 735 4 W1 T1 T3 T2 T2 W10 B1 B2 B3 W2 W3 W7 W6 W8 W9W5W4W5 Scale = 1:46.6 Plate Offsets(X,Y):[14:0-2-1,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.98 Vert(LL)-0.09 12-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.80 Vert(CT)-0.17 13-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.58 Horz(CT)0.09 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:107 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 1-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=774/Mechanical,(min.0-1-8),14=774/Mechanical,(min. 0-1-8) Max Horiz14=-20(LC14) Max Uplift8=-115(LC17),14=-116(LC16) Max Grav8=997(LC42),14=998(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-14=-941/158,1-15=-1173/133,15-16=-1173/133,2-16=-1173/133,2-3=-1091/98,3-4=-1154/121,4-5=-1160/127, 5-6=-1092/104,6-17=-1178/127,17-18=-1178/127,7-18=-1178/127,7-8=-941/152 BOT CHORD 12-13=-152/1192,11-12=-100/1071,10-11=-100/1071,9-10=-123/1158 WEBS 1-13=-151/1338,2-13=-499/119,4-11=-59/871,6-9=-512/126,7-9=-146/1350,5-10=-365/57,2-12=-271/111, 3-12=-316/46 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to9-11-0,Exterior(2E)9-11-0 to11-2-0, Interior(1)11-2-0 to19-7-4zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign.5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding116 lbupliftat joint14and115lbupliftatjoint8. 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 ClayLot14 T34 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:46 Page: 1 ID:cSz0U9E2nQfmZakyRCMGoqyd2rJ-BxNcSRAos0_oyawWGZ8uEMI2wEutl3nzKZ11k5ydlYV DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 =3x6 =3x6 9 6 8 7 1 2 3 4 5 W1 T1 T2 W6 B1 B2 B3 W2 W3 W4 W3 W5 Scale = 1:42 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)-0.07 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)-0.15 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.63 Horz(CT)0.04 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:99 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2,W4,W5:2x4SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-11-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-8-9ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=786/Mechanical,(min.0-1-8),9=786/Mechanical,(min. 0-1-8) Max Uplift6=-163(LC12),9=-163(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-728/501,1-2=-730/437,2-3=-736/445,3-4=-736/445,4-5=-724/433,5-6=-729/500 BOT CHORD 7-8=-449/743 WEBS 1-8=-544/908,2-8=-418/414,4-7=-418/412,5-7=-541/905 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3) zone;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=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. 3)Provideadequatedrainage topreventwaterponding. 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 tobearingplatecapableofwithstanding163 lbupliftatjoint9and163 lbupliftat joint6.7)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 ClayLot14 T35 1 12005621-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:47 Page: 1 ID:q5_jAU2Z9iurOETX0wWgClyd2nh-f8x_fnBQdK6fajViqHf7maqDVdLhUVF7YDnbGYydlYU DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 1.5x4 2x4 11 710 9 8 1 3 4 5 62 T1 T2 T3 W8 W1 B1 B2 B3 W4 W5 W6 W5 W7 W2 W3 Scale = 1:51.6 Plate Offsets(X,Y):[2:0-3-0,0-2-1], [11:0-2-1,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.73 Vert(LL)-0.07 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)-0.15 8-9 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.56 Horz(CT)0.05 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:122 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W2,W5:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 6-7,1-11,2-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=786/Mechanical,(min.0-1-8),11=773/Mechanical,(min. 0-1-8) Max Horiz11=42(LC16) Max Uplift7=-172(LC13),11=-132(LC13) Max Grav7=1146(LC36),11=1060(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-845/141,12-13=-845/141,3-13=-847/141,3-4=-877/139,4-5=-860/134,5-6=-860/134,6-7=-1089/207, 1-11=-1043/116 BOT CHORD 8-9=-144/859 WEBS 2-9=-153/1039,3-9=-616/182,4-8=-698/206,6-8=-184/1177,1-10=-103/955,2-10=-952/178 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)11-8-12 to13-0-13,Exterior(2R)13-0-13 to17-3-11, Interior(1)17-3-11 to31-2-4zone;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding172 lbupliftatjoint7and132 lbupliftat joint11. 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 ClayLot14 T36 1 12005621-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:47 Page: 1 ID:UIOFgHekIyOGcM_jBxNO0Nyd2le-f8x_fnBQdK6fajViqHf7maqHZdLhUWK7YDnbGYydlYU DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 1.5x4 3x5 2x4 10 7 9 8 1 3 4 5 62 T1 T2 T3 W7 W1 B1 B2 B3 W2 W3 W4 W5 W4 W6 Scale = 1:46.2 Plate Offsets(X,Y):[2:0-3-0,0-2-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.75 Vert(LL)-0.07 9-10 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.14 9-10 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.68 Horz(CT)0.04 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:123 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-3-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 6-7,2-10,3-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=784/Mechanical,(min.0-1-8),10=761/Mechanical,(min. 0-1-8) Max Horiz10=89(LC16) Max Uplift7=-182(LC13),10=-97(LC13) Max Grav7=1136(LC36),10=974(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-689/133,3-11=-731/126,4-11=-731/126,4-5=-717/122,5-6=-717/122,6-7=-1078/216 BOT CHORD 9-10=-114/321,8-9=-135/698 WEBS 2-10=-1005/136,2-9=-117/895,3-9=-570/177,4-8=-713/211,6-8=-184/1075 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)11-8-12 to14-5-10,Exterior(2R)14-5-10 to18-8-8, Interior(1)18-8-8 to31-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding182 lbupliftatjoint7and97 lbupliftat joint10. 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 ClayLot14 T37 1 12005621-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:47 Page: 1 ID:53LFtJdA_8kdSzFT?9rdKgyd2kM-f8x_fnBQdK6fajViqHf7maqHFdLIUUS7YDnbGYydlYU DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 5x8 11 10 9 8 7 6 1 3 4 52 T1 T2 W8 W1 B1 B2 W2 W3 W4 W5 W6 W5 W7 Scale =1:50.1 Plate Offsets(X,Y):[1:Edge,0-4-6], [2:0-3-15,Edge], [7:0-6-0,0-6-4], [8:0-3-8,0-6-0], [10:0-3-8,0-6-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.82 Vert(LL)-0.10 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.16 7-8 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:381 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPF No.2*Except*W8:2x6SPF No.2,W2:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-8-5ocpurlins,exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 5-6,1-11REACTIONS(lb/size)6=8255/Mechanical,(min.0-1-8),11=7639/Mechanical,(min.0-1-8) MaxHoriz11=137(LC52) MaxUplift6=-1598(LC9),11=-1427(LC9) MaxGrav6=8591(LC32),11=7783(LC32) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-3672/710,2-12=-4351/833,3-12=-4351/833,3-4=-3473/651,4-5=-3473/651,5-6=-7163/1364,1-11=-7261/1329 BOTCHORD 9-10=-589/2835,9-14=-589/2835,8-14=-589/2835,8-15=-832/4349,15-16=-832/4349,16-17=-832/4349,7-17=-832/4349 WEBS 1-10=-1031/5654,2-10=-1063/185,2-8=-636/3452,3-8=-317/1525,3-7=-1993/416,4-7=-499/164,5-7=-1445/7723 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:Top chords connectedasfollows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x8-2rows staggeredat0-5-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)Provideadequatedrainage toprevent waterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Refer togirder(s) for truss to truss connections. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1598 lbupliftat joint6and1427 lbupliftat joint11. 12)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot14 T38 1 22005621-12T HalfHipGirder JobReference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:48 Page: 1 ID:at4BVXtnkni0JodGXHBm?Oyd2il-f8x_fnBQdK6fajViqHf7maqGAdMmUQ57YDnbGYydlYU Continuedonpage 2 DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)1372 lbdownand302 lbupat8-10-4,1372 lbdownand302 lbupat 10-10-4,1661lbdownand310 lbupat12-10-4,1661 lbdownand310lbupat14-10-4,1661lbdownand310 lbupat16-10-4,1661 lbdownand310 lbupat18-10-4, 1661lbdownand310 lbupat20-10-4,and1661 lbdownand310 lbupat22-10-4,and1661 lbdownand310 lbupat24-10-4onbottom chord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-5=-61,6-11=-20 ConcentratedLoads(lb) Vert:9=-1661,10=-1372,13=-1372,14=-1661,15=-1661,16=-1661,17=-1661,18=-1661,19=-1661 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T38 1 22005621-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.MonSep1410:44:48 Page: 2 ID:at4BVXtnkni0JodGXHBm?Oyd2il-f8x_fnBQdK6fajViqHf7maqGAdMmUQ57YDnbGYydlYU DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 3x5 =3x4 =5x6 =3x4 1.5x4 7 6 5 1 2 43 W1 T1 T2 W5 B1 W2 W3 W4 Scale = 1:25 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)0.01 5-6 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.15 Vert(CT)-0.02 6-7 >999 180 TCDL 10.0 RepStress Incr NO WB 0.15 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:38 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=428/0-6-0,(min.0-1-8),7=391/0-3-8,(min.0-1-8) Max Horiz7=106(LC12) Max Uplift5=-377(LC9),7=-163(LC12) Max Grav5=448(LC43),7=563(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-531/184,2-3=-320/166 WEBS 2-6=-140/256,3-5=-310/240 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding163 lbupliftatjoint7and377 lbupliftat joint5. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)133 lbdownand110 lbupat4-2-11,and106lbdownand87 lbupat 5-4-13,and109lbdownand86 lbupat7-4-4on top chord,and72 lbdownand90lbupat4-2-11,and20 lbdownand46 lbupat5-4-13,and33lbdownand40 lbupat7-4-4onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-4=-61,5-7=-20 ConcentratedLoads(lb) Vert:4=-70,6=-6,5=-21,3=-50,9=-38,10=-11 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T39 1 12005621-12T Jack-Closed Girder Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:48 Page: 1 ID:9tWKgLNFJU3sRB_5NamKBRyd2VB-7KVNs7B3OdEWBt4vO_AMJnNYP1kVD3_GnsW8o_ydlYT DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 3x5 1.5x4 =3x10 6 5 1 2 3 4 W1 T1 W3 B1 W2 Scale = 1:30.9 Plate Offsets(X,Y):[4:0-3-1,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.39 Vert(LL)0.21 5-6 >415 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.17 5-6 >509 180 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:36 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=243/0-6-0,(min.0-1-8),6=344/0-3-8,(min.0-1-8) Max Horiz6=184(LC16) Max Uplift5=-140(LC16),6=-25(LC13) Max Grav5=337(LC23),6=394(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-6=-316/133 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to7-3-4 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;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint6and140 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 ClayLot14 T40 1 12005621-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:48 Page: 1 ID:a_GJR_qScrjcNtJC2rw?BEyd2Uc-7KVNs7B3OdEWBt4vO_AMJnNXe1gbD4wGnsW8o_ydlYT DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 3x5 1.5x4 3x5 =3x4 1.5x4 7 6 5 1 2 3 4 W1 T1 W4 B1 W3W2 Scale = 1:30.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)-0.02 5-6 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(CT)-0.04 5-6 >999 180 TCDL 10.0 RepStress Incr NO WB 0.11 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:37 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=246/0-6-0,(min.0-1-8),7=347/0-3-8,(min.0-1-8) Max Horiz7=186(LC16) Max Uplift5=-141(LC16),7=-25(LC13) Max Grav5=340(LC23),7=397(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-328/223,2-8=-253/135 BOT CHORD 7-10=-269/159,10-11=-269/159,6-11=-269/159,5-6=-269/159 WEBS 3-5=-209/366 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-5-12 to1-6-4, Interior(1)1-6-4 to7-4-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint7and141 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 ClayLot14 T41 11 12005621-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:48 Page: 1 ID:8OfBtTJ6nL0kx7KYwL5Xszyd2Q6-7KVNs7B3OdEWBt4vO_AMJnNXT1jxD4dGnsW8o_ydlYT DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 =4x4 516 2 4 3 T1 T1 B1 W1 Scale = 1:23.8 Plate Offsets(X,Y):[2:0-4-0,0-0-6], [4:0-4-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.12 Vert(LL)0.00 6-9 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)-0.01 6-9 >999 180 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.00 2 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:21 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-10-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=252/0-4-0,(min.0-1-8),4=252/0-4-0,(min.0-1-8) Max Horiz2=-83(LC14) Max Uplift2=-48(LC16),4=-48(LC17) Max Grav2=309(LC23),4=309(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-250/121,3-4=-250/121 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to2-11-0,Exterior(2R)2-11-0 to5-10-0, Interior(1)5-10-0to6-8-12 zone;cantileverleftandrightexposed ; 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=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 tobearingplatecapableofwithstanding48 lbupliftat joint2and48 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 ClayLot14 T42 4 12005621-12T Common Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:49 Page: 1 ID:j4_wvXyh812OXzcrsEYwxAyd7?f-7KVNs7B3OdEWBt4vO_AMJnNcs1lHD5YGnsW8o_ydlYT DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 =4x4 1.5x4 71 2 6 3 5 4 T1 T1 B1 ST2 ST1 ST1 Scale = 1:24.6 Plate Offsets(X,Y):[2:0-4-0,0-0-10], [6:0-4-0,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:23 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-10-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings5-10-0. (lb)-Max Horiz2=-83(LC14),11=-83(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,8,10,11 Max GravAllreactions250(lb)or lessat joint(s)2,8,9,10,11 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 5-8=-182/257 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-10-12 to2-1-4,Exterior(2N)2-1-4 to2-11-0,Corner(3R)2-11-0 to5-10-0,Exterior(2N)5-10-0 to6-8-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,10,8,2. 10)NonStandardbearing condition.Reviewrequired. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 T42GE 1 12005621-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:49 Page: 1 ID:7xBU5NBERAZZx28h1RvclOyd7?L-bW3l4TCh9xMNp1f5yhhbr?vnvR69yXLQ0WGhLQydlYS DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1 3 2 T1 T1 B1 ST1 Scale = 1:24.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor7-11-7ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings8-2-4. (lb)-Max Horiz1=84(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,3,4, 9 Max GravAllreactions250(lb)or lessat joint(s)1,3,9except4=641(LC 23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-10=-72/281,2-11=-72/324 WEBS 2-4=-501/202 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to4-1-7,Exterior(2R)4-1-7 to7-1-7, Interior(1)7-1-7 to7-10-0 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign.5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,3,4,3. 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 ClayLot14 V01 1 12005621-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:49 Page: 1 ID:6MAm1vDHEAdWXdJp6a6FSuyd6cn-bW3l4TCh9xMNp1f5yhhbr?vkQR3UyWOQ0WGhLQydlYS DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1 3 2 T1 T1 B1 ST1 Scale = 1:20.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-5-4ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=65/5-4-11,(min.0-1-8),3=46/5-4-11,(min.0-1-8), 4=243/5-4-11,(min.0-1-8) Max Horiz1=54(LC13) Max Uplift1=-9(LC17),3=-15(LC17),4=-58(LC16) Max Grav1=86(LC22),3=91(LC23),4=280(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding9lbupliftat joint1,15lbupliftatjoint3and58 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 ClayLot14 V02 1 12005621-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:49 Page: 1 ID:_7PHsGGoHP7x0EdaLQABdkyd6cj-bW3l4TCh9xMNp1f5yhhbr?vnER5WyYzQ0WGhLQydlYS DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 = 1:20.1 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)n/a -n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-7-11ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=78/2-7-1,(min.0-1-8),3=78/2-7-1,(min.0-1-8) Max Horiz1=23(LC13) Max Uplift1=-12(LC16),3=-9(LC16) Max Grav1=89(LC22),3=88(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding12 lbupliftat joint1and9 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 ClayLot14 V03 1 12005621-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:49 Page: 1 ID:wWX1HyH2p0NfFYmzTrCfi9yd6ch-bW3l4TCh9xMNp1f5yhhbr?vo0R6TyYaQ0WGhLQydlYS DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1.5x4 2x4 1 6 2 3 4 5 T1 T2 W1 B1 ST2 ST1 Scale = 1:31.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:43 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings13-11-1. (lb)-Max Horiz1=233(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,6,8except7=-125(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,6except7=347(LC29),8=504(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-11=-599/166,2-11=-296/180,2-3=-276/144,3-4=-270/167 BOT CHORD 1-8=-234/573 WEBS 4-7=-281/220,2-8=-315/138 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-0 to3-1-0, Interior(1)3-1-0 to13-10-5 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;Min. flatroof snow loadgoverns. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)6,1,8except(jt=lb)7=125. 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 ClayLot14 V04 1 12005621-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:49 Page: 1 ID:HULwKfLBeY0yLJfwGOoqPCyd6cc-bW3l4TCh9xMNp1f5yhhbr?vkUR0qyXUQ0WGhLQydlYS DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 1.5x4 1.5x4 1.5x4 1 4 2 3 T1 W1 B1 ST1 Scale = 1:29.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.44 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:32 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=162/9-8-0,(min.0-1-8),4=79/9-8-0,(min.0-1-8), 5=433/9-8-0,(min.0-1-8) Max Horiz1=213(LC13) Max Uplift4=-35(LC13),5=-177(LC16) Max Grav1=192(LC30),4=133(LC22),5=517(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-8=-312/182 BOT CHORD 1-5=-153/285 WEBS 2-5=-374/219 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to9-6-10 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing.5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding35 lbupliftat joint4and177 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 ClayLot14 V05 1 12005621-12T Valley Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:50 Page: 1 ID:XIU1V_HUVDi0592jG3ht0Syd6bP-bW3l4TCh9xMNp1f5yhhbr?vicR21yX0Q0WGhLQydlYS DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 1.5x4 1.5x4 1.5x4 1 4 2 3 T1 W1 B1 ST1 Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:21 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=62/6-9-11,(min.0-1-8),4=109/6-9-11,(min.0-1-8), 5=300/6-9-11,(min.0-1-8) Max Horiz1=146(LC13) Max Uplift1=-4(LC12),4=-29(LC13),5=-119(LC16) Max Grav1=91(LC30),4=161(LC22),5=394(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-5=-319/207 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E)0-0-7 to2-10-2, Interior(1)2-10-2 to6-8-6 zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding29 lbupliftat joint4,4lbupliftatjoint1and119 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 ClayLot14 V06 1 12005621-12T Valley Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:50 Page: 1 ID:xtAA70JNo85bycmIyBEae4yd6bM-4jd7HpDJwFUDRBDHVPCqOCSworRlh_kZEA?FttydlYR DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 712 1.5x4 1.5x4 1 3 2 T1 W1 B1 Scale = 1:18.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor3-11-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=135/3-11-6,(min.0-1-8),3=135/3-11-6,(min.0-1-8) Max Horiz1=80(LC13) Max Uplift1=-20(LC16),3=-44(LC16) Max Grav1=186(LC22),3=186(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-6=-277/70 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-7 to3-0-7, Interior(1)3-0-7 to3-10-1 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding44 lbupliftat joint3and20 lbupliftat joint1.7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 V07 1 12005621-12T Valley Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:50 Page: 1 ID:MRsIl2MF52TAp4VtdKnHGjyd6bJ-4jd7HpDJwFUDRBDHVPCqOCSxGrP2h?qZEA?FttydlYR DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 1.5x4 =4x4 =3x4 1.5x4 6 4 3 1 2 W1 T1 T2 W2 B1 ST1 Scale = 1:31.9 Plate Offsets(X,Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)4=138/5-7-8,(min.0-1-8),5=300/5-7-8,(min.0-1-8), 6=-61/5-7-8,(min.0-1-8) Max Horiz6=-161(LC12) Max Uplift4=-8(LC13),5=-90(LC12),6=-95(LC30) Max Grav4=182(LC29),5=394(LC30),6=36(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. BOT CHORD 5-6=-165/255,4-5=-165/255 WEBS 2-5=-341/379 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to1-0-8,Exterior(2R)1-0-8 to4-0-8, Interior(1)4-0-8 to5-5-12 zone; cantilever leftandrightexposed ;end verticalleftandrightexposed;C-C formembers and 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 consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 8)Gable studs spacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding95 lbupliftat joint6,8lbupliftatjoint4and90 lbupliftat joint5. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 V08 1 12005621-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:50 Page: 1 ID:JXFKssR8av8mRVexiRtdE_yd6Yd-4jd7HpDJwFUDRBDHVPCqOCSuvrOxhzpZEA?FttydlYR DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 =1.5x4 =4x4 2x4 7 4 3 1 2 W1 T1 T2 B1 ST1 ST2 Scale = 1:27.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-P BCDL 10.0 Weight:21 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings5-2-8. (lb)-Max Horiz7=-111(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)4,6,7except5=-109(LC 17) Max GravAllreactions250(lb)or lessat joint(s)4,5,6, 7 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 3-5=-187/311 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-1-12 to1-0-8, Corner(3R)1-0-8 to4-0-8,Exterior(2N)4-0-8 to4-10-0 zone; cantileverrightexposed ; endverticalrightexposed;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)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Bearingat joint(s)7considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)7,4,6except(jt=lb)5=108. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Gapbetween insideof topchordbearingand firstdiagonalor vertical web shallnotexceed0.500in. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot14 V09 1 12005621-12T Valley Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:50 Page: 1 ID:YXp9JllSSuP4ZVexDvLjITyd6YD-4jd7HpDJwFUDRBDHVPCqOCSy7rSih_GZEA?FttydlYR DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1.5x4 1.5x4 =4x4 2x4 3 5 1 2 W1 T1 T2 B1 ST1 Scale = 1:24 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horiz(TL)n/a -n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-P BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)3=80/3-9-11,(min.0-1-8),4=133/3-9-11,(min.0-1-8), 5=20/3-9-11,(min.0-1-8) Max Horiz5=-69(LC12) Max Uplift3=-14(LC17),4=-16(LC12),5=-25(LC13) Max Grav3=94(LC29),4=166(LC30),5=39(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; 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 spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint5,14 lbupliftatjoint3and16 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 ClayLot14 V10 1 12005621-12T Valley Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:50 Page: 1 ID:zO1jVa_?l1xEya9nO6iP6hyd6Xv-4jd7HpDJwFUDRBDHVPCqOCSxtrSih?2ZEA?FttydlYR DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1 3 2 T1 T1 B1 Scale = 1:20.3 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-6ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=97/2-8-12,(min.0-1-8),3=97/2-8-12,(min.0-1-8) Max Horiz1=25(LC13) Max Uplift1=-14(LC16),3=-14(LC17) Max Grav1=109(LC2),3=109(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding14 lbupliftat joint1and14 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 ClayLot14 V11 1 12005621-12T Valley Job Reference(optional) Run:8.4 S 0Mar102020 Print:8.400 SApr72020MiTek Industries, Inc.Mon Sep1410:44:50 Page: 1 ID:PqzsSgTOdKZLveWyvRoWcjyd2NJ-4jd7HpDJwFUDRBDHVPCqOCSzRrSXh?qZEA?FttydlYR DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 1 3 2 T1 T1 B1 ST1 Scale = 1:20.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-6-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings5-6-1. (lb)-Max Horiz1=55(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,3,4, 9 Max GravAllreactions250(lb)or lessat joint(s)1,3,9except4=474(LC 23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-72/261 WEBS 2-4=-380/179 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-CExterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign.5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,3,4,3. 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 ClayLot14 V12 1 12005621-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:51 Page: 1 ID:62X2nXoSfpi5KT2PdutLe6yd6Va-YvBVV9ExhYc42LoU36j3wQ?76Fn_QRgiTqloPJydlYQ DE Job # 77007-W1 Dansco Engineering, LLC Date: 09/14/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-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 = 1:20.3 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-1ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=96/2-8-7,(min.0-1-8),3=96/2-8-7,(min.0-1-8) Max Horiz1=-25(LC14) Max Uplift1=-14(LC16),3=-14(LC17) Max Grav1=108(LC2),3=108(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding14 lbupliftat joint1and14 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 ClayLot14 V13 1 12005621-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Mon Sep1410:44:51 Page: 1 ID:_pmYdvrzj2CXp5MBskxIoyyd6VW-YvBVV9ExhYc42LoU36j3wQ?8MFomQS4iTqloPJydlYQ