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42240023 - WWC 23 - Truss Details
DE 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: 1904018-12T 83 truss design(s) 67523-W1 7/16/19 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 The project specified IRC 2003 which is no longer supported in the truss software. I have reviewed both 2003 and 2012 IRC and hereby certify that the designs based on 2012 IRC meet or exceed the requirements of 2003 IRC. Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length is the distance from the top chord to bottom chord. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2007 Chapter 2. Warning !—Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D’Onofrio Drive, Madison, WI 53719 DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 3x4 5 4 1 2 3 B1 0-10-4 -0-10-4 2-0-0 2-0-0 2-0-0 Scale=1:38.3 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 0.35 Vert(LL)0.004-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.20 Vert(TL)0.004-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.043n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:9 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor2-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=34/Mechanical,(min.0-1-8),4=17/Mechanical,(min.0-1-8), 5=130/0-6-0,(min.0-1-8) Max Horiz5=87(LC13) Max Uplift3=-72(LC16),4=-28(LC13) Max Grav3=65(LC30),4=51(LC14),5=150(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-Cformembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding28 lbupliftat joint4and72 lbupliftat joint3. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J01 Jack-Open 8 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:13 Page: 1 ID:w_WWTLLz5ilrQATXY5g?6_yxq4H-iVfhc7032ix126FTftRv2H7CYzVAWGU92TF2lHyxo4u DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 2x4 5 4 1 2 6 7 3 B1 0-10-4 -0-10-4 4-1-8 4-1-8 4-1-8 Scale=1:40.6 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 0.32 Vert(LL)0.024-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.21 Vert(TL)-0.044-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.043n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-1-8ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=89/Mechanical,(min.0-1-8),4=43/Mechanical,(min.0-1-8), 5=196/0-6-0,(min.0-1-8) Max Horiz5=133(LC16) Max Uplift3=-101(LC16),4=-4(LC16) Max Grav3=122(LC30),4=75(LC7),5=224(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-0-10-4 to2-1-12, Interior(1)2-1-12 to4-0-12zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding101 lbupliftat joint3and4 lbupliftat joint4. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J02 Jack-Open 19 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:13 Page: 1 ID:GyJPX2P6vEN8WxLULeFAp1yxq4C-iVfhc7032ix126FTftRv2H7C2zVxWGU92TF2lHyxo4u DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 4x4 2x4 5 4 1 2 6 7 3 B1 0-10-4 -0-10-4 4-7-8 4-7-8 4-7-8 Scale=1:42 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 0.38 Vert(LL)0.044-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.26 Vert(TL)-0.064-5 >892 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.063n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-7-8ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=101/Mechanical,(min.0-1-8),4=50/Mechanical,(min. 0-1-8),5=213/0-6-0,(min.0-1-8) Max Horiz5=148(LC16) Max Uplift3=-112(LC16),4=-3(LC16) Max Grav3=138(LC30),4=85(LC7),5=243(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-0-10-4 to2-1-12, Interior(1)2-1-12 to4-6-12zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding112 lbupliftat joint3and3 lbupliftatjoint4. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J03 Jack-Open 22 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:14 Page: 1 ID:dv7IalTFkm?QciES7CrLW5yxq47-iVfhc7032ix126FTftRv2H7C7zVFWGU92TF2lHyxo4u DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x4 3x4 5 4 1 2 6 3 B1 1-0-4 -1-0-4 2-10-0 2-10-0 2-10-0 Scale=1:37.4 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 0.20 Vert(LL)0.014-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.13 Vert(TL)0.014-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.023n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:10 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor3-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=54/Mechanical,(min.0-1-8),4=26/Mechanical,(min.0-1-8), 5=165/0-3-8,(min.0-1-8) Max Horiz5=96(LC16) Max Uplift3=-73(LC16),4=-26(LC13) Max Grav3=78(LC30),4=49(LC7),5=191(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-0-10-4 to2-1-12, Interior(1)2-1-12 to2-11-4 zone;end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding73 lbupliftat joint3and26 lbupliftat joint4. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J04 Jack-Open 6 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:14 Page: 1 ID:6wGyUX5sUlZ2siCSA7nYd3yxq3J-AhC3qT0hp03ufGqfDay8bVfPhNsTFikIH7_bHjyxo4t DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 2x4 5 4 1 2 3 B1 1-0-4 -1-0-4 1-5-2 1-5-2 1-5-2 Scale=1:34.5 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 0.15 Vert(LL)0.004-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.07 Vert(TL)0.004-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.013n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor1-7-2ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=10/Mechanical,(min.0-1-8),4=7/Mechanical,(min.0-1-8), 5=131/0-3-8,(min.0-1-8) Max Horiz5=60(LC13) Max Uplift3=-38(LC16),4=-26(LC13) Max Grav3=26(LC30),4=22(LC7),5=164(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2) zone;end verticalleftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding26 lbupliftat joint4and38 lbupliftat joint3. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J05 Jack-Open 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:14 Page: 1 ID:hc6FQKGeB2J3XrH8?31qB0yxq35-AhC3qT0hp03ufGqfDay8bVfQPNtRFikIH7_bHjyxo4t DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.99 12 4x4 4x6 5 78 4 1 2 6 3 B1 1-10-1 -1-10-1 4-11-1 4-11-1 4-11-1 Scale=1:36.8 Plate Offsets(X,Y):[2:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.094-5 >656240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.84 Vert(TL)-0.174-5 >324180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.073n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:15 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-2-10ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=106/Mechanical,(min.0-1-8),4=156/Mechanical,(min. 0-1-8),5=339/0-3-8,(min.0-1-8) Max Horiz5=81(LC16) Max Uplift3=-68(LC12),4=-20(LC9),5=-90(LC16) Max Grav3=125(LC2),4=177(LC2),5=415(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snowloadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding90 lbupliftat joint5,68 lbupliftat joint3and20 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orother connectiondevice(s)shallbeprovided sufficient to support concentrated load(s)196lbdownand52 lbupat2-7-9,and152 lbdownat2-11-5onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 10)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:7=-158(F),8=-119(B) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-44(F=3,B=3),6=-44(F=3,B=3)-to-3=-66(F=-8,B=-8),5=0(F=10,B=10)-to-7=-12(F=4,B=4),7=-12(F=4,B=4)-to-8=-14(F=3, B=3),8=-14(F=3,B=3)-to-4=-26(F=-3,B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J06 DiagonalHipGirder 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:14 Page: 1 ID:LBMDWEcqMyzyWJ?iCe2dt7yxq2e-AhC3qT0hp03ufGqfDay8bVfIRNhPFikIH7_bHjyxo4t DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 3x4 5 4 1 2 6 3 B1 1-4-12 -1-4-12 2-1-6 2-1-6 2-1-6 Scale=1:32.6 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 0.20 Vert(LL)0.004-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.07 Vert(TL)0.004-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.013n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor2-3-6ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=24/Mechanical,(min.0-1-8),4=12/Mechanical,(min.0-1-8), 5=178/0-3-8,(min.0-1-8) Max Horiz5=59(LC13) Max Uplift3=-34(LC16),4=-18(LC13),5=-32(LC16) Max Grav3=28(LC2),4=33(LC7),5=215(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-2-10 zone;end vertical leftexposed;porchleftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding32 lbupliftat joint5,34 lbupliftatjoint3and18 lbupliftat joint4. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J07 Jack-Open 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:14 Page: 1 ID:Dh4InoShQzKoSJVDxQJarNyxq2r-AhC3qT0hp03ufGqfDay8bVfPlNtSFikIH7_bHjyxo4t DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 2x4 5 4 1 2 3 B1 0-10-4 -0-10-4 1-7-15 1-7-15 1-7-15 Scale=1:33.6 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 0.12 Vert(LL)0.004-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.07 Vert(TL)0.004-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor1-7-15ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=24/Mechanical,(min.0-1-8),4=12/Mechanical,(min.0-1-8), 5=121/0-6-0,(min.0-1-8) Max Horiz5=59(LC13) Max Uplift3=-45(LC16),4=-12(LC16) Max Grav3=41(LC30),4=27(LC7),5=140(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-Cformembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding12 lbupliftat joint4and45 lbupliftat joint3. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J08 Jack-Open 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:14 Page: 1 ID:TVDPy7O_Hd1tB8u0y5CdTdyxq1e-AhC3qT0hp03ufGqfDay8bVfRtNtSFikIH7_bHjyxo4t DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4.99 12 1.5x4 3x4 1.5x4 2x4 =3x487 1213 1 2 6 5 9 10 11 3 4 B1 B3 3-8-13 1-6-8 -1-6-8 1-2-11 5-4-12 4-2-1 4-2-1 0-0-9 0-0-9 1-0-15 5-4-12 4-3-4 4-3-13 Scale=1:38.5 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 0.26 Vert(LL)0.027>999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)-0.027-8 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.024n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor5-4-12ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)4=80/Mechanical,(min.0-1-8),5=73/Mechanical,(min.0-1-8), 8=185/0-9-11,(min.0-1-8) Max Horiz8=86(LC38) Max Uplift4=-42(LC12),5=-51(LC16),8=-107(LC16) Max Grav4=91(LC2),5=81(LC7),8=212(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding107 lbupliftat joint8,42lbupliftat joint4and51 lbupliftatjoint5. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orother connectiondevice(s) shallbeprovidedsufficient to support concentrated load(s)85lbdownand17 lbupat1-11-0,and75 lbdownand37 lbupat3-0-13 on top chord,and8 lbdownand11lbupat1-11-0,and18 lbdownand20 lbupat3-0-13onbottom chord.Thedesign/selectionof such connectiondevice(s) is the responsibilityofothers. 10)In theLOAD CASE(S) section, loadsapplied to thefaceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:12=1(B),13=0(F) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-9=-25(F=13,B=13),9=-25(F=13,B=13)-to-10=-39(F=6,B=6),10=-39(F=6,B=6)-to-11=-47(F=2,B=2),11=-47(F=2,B=2)-to-3=-53 (F=-1,B=-1),3=-53(F=-1,B=-1)-to-4=-69(F=-9,B=-9),8=0(F=10,B=10)-to-12=-9(F=5,B=5),12=-9(F=5,B=5)-to-13=-15(F=2,B=2),13=-15(F=2,B=2)- to-7=-21(F=0,B=0),6=-21(F=0,B=0)-to-5=-27(F=-3,B=-3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J09 DiagonalHipGirder 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:14 Page: 1 ID:Xf9Vf3n2lS3K13K9qpm8mNyxq18-AhC3qT0hp03ufGqfDay8bVfOoNshFikIH7_bHjyxo4t DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 2x4 5 4 1 2 3 B1 1-2-12 -1-2-12 1-8-4 1-8-4 1-8-4 Scale=1:31.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)0.004-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.05 Vert(TL)0.004-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor1-8-4ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=15/Mechanical,(min.0-1-8),4=8/Mechanical,(min.0-1-8), 5=155/0-6-0,(min.0-1-8) Max Horiz5=51(LC13) Max Uplift3=-27(LC16),4=-3(LC13),5=-29(LC16) Max Grav3=18(LC30),4=26(LC7),5=193(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-Cformembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding29 lbupliftat joint5,3 lbupliftat joint4and27 lbupliftat joint3. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J10 Jack-Open 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:15 Page: 1 ID:3C4iuvZm_wottIyim1Sw1ayxq1Q-etmR1p1JaKBlHQOsnITN7iCbCmEx_9_SWnk8q9yxo4s DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 2x4 1.5x4 3x4 =4x487 1 2 6 5 9 3 10 4 B1 B3 1-11-0 1-2-12 -1-2-12 2-4-12 4-9-0 2-4-4 2-4-4 2-3-0 4-9-0 2-6-0 2-6-0 Scale=1:38.4 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 0.19 Vert(LL)0.045-6 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.20 Vert(TL)-0.057>999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.025n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:16 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)4=94/Mechanical,(min.0-1-8),5=56/Mechanical,(min.0-1-8), 8=241/0-6-0,(min.0-1-8) Max Horiz8=105(LC16) Max Uplift4=-62(LC16),5=-13(LC16),8=-32(LC16) Max Grav4=108(LC2),5=73(LC7),8=277(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4 zone; cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;LumberDOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding32 lbupliftat joint8,62 lbupliftatjoint4and13 lbupliftat joint5. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J11 Jack-Open 7 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:15 Page: 1 ID:7u3fkUM9SC6WnR?OeueOiUyxq0O-etmR1p1JaKBlHQOsnITN7iCbZmBa_9_SWnk8q9yxo4s DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 1.5x4 5 4 1 2 6 7 3 B1 1-2-12 -1-2-12 4-9-0 4-9-0 4-9-0 Scale=1:37.6 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 0.37 Vert(LL)0.034-5 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.24 Vert(TL)-0.064-5 >976 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.043n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)3=102/Mechanical,(min.0-1-8),4=49/Mechanical,(min. 0-1-8),5=241/0-6-0,(min.0-1-8) Max Horiz5=105(LC16) Max Uplift3=-83(LC16),5=-32(LC16) Max Grav3=119(LC2),4=86(LC7),5=277(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4 zone; cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;LumberDOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 3)Unbalanced snow loadshavebeenconsidered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 5)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 6)Refer togirder(s) fortruss to truss connections. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding32 lbupliftat joint5and83 lbupliftat joint3. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T J12 Jack-Open 2 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:15 Page: 1 ID:UssYnBQIGklpuCuLQRDZPYyxq0J-etmR1p1JaKBlHQOsnITN7iCYlmB?_9_SWnk8q9yxo4s DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 =3x4 =3x4 1 5 42 3 B1 0-8-0 6-1-5 0-8-0 0-8-0 2-4-11 3-0-11 2-4-11 5-5-5 4-9-5 Scale=1:33.3 Plate Offsets(X,Y):[3:0-2-0,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 0.10 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.0010n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:14 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS Allbearings4-9-5. (lb)-Max Horiz2=55(LC15) Max UpliftAlluplift100(lb)or lessatjoint(s)2, 4 Max GravAllreactions250(lb)or lessat joint(s)2, 4 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,4,2,4. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P01 Piggyback 5 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:15 Page: 1 ID:qpfQquUR5HN5_zmJD_pk6byxq0E-etmR1p1JaKBlHQOsnITN7iCcwmDj_9_SWnk8q9yxo4s DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 121 18 1716 15 14 13 112 25 26456789103 T2 T3 B1 B2 0-11-1 0-11-1 0-11-1 27-7-0 2-9-7 26-7-15 2-9-7 3-8-8 20-2-0 23-10-8 25-8-14 Scale=1:48.5 Plate Offsets(X,Y):[3:0-2-0,Edge], [10:0-2-0,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 0.21 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.0122n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:68 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-29(LC17) Max UpliftAlluplift100(lb)or lessatjoint(s)13,14,15,17,18,2,11 Max GravAllreactions250(lb)or lessat joint(s)except13=412(LC38), 14=432(LC38),15=429(LC38),17=432(LC38),18=412(LC 38),2=342(LC39),11=342(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-25=-347/152 BOTCHORD 2-18=-187/423 WEBS 6-15=-347/119,5-17=-356/120,4-18=-319/118,7-14=-356/121,9-13=-319/118 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to3-9-0, Corner(3)3-9-0 to6-9-0,Exterior(2)6-9-0 to23-11-0,Corner(3)23-11-0 to26-8-7,Exterior(2)26-8-7 to27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive 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 withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,15,17,18,14,13,11,2,11. 13)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P02 Piggyback 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:15 Page: 1 ID:UgRpUd1HGPAaV2H8vfeXzIyxq?W-etmR1p1JaKBlHQOsnITN7iCaHmDj_8lSWnk8q9yxo4s DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =3x4 =3x4 =3x4 111 17 1615 14 13 12 2 10 29242825 3 9 5 6 726 274 8 T2 B1 B2 0-11-1 0-11-1 0-11-1 27-7-0 5-9-7 6-8-8 5-9-7 26-7-15 14-2-0 20-10-8 25-8-14 Scale=1:48.5 Plate Offsets(X,Y):[4:0-2-0,Edge], [8:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.0010n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:76 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-55(LC21) Max UpliftAlluplift100(lb)or lessatjoint(s)12,13,14,16,17,2,10 Max GravAllreactions250(lb)or lessat joint(s)except12=451(LC39), 13=424(LC38),14=434(LC38),16=424(LC38),17=451(LC 39),2=299(LC39),10=299(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-24=-473/201 BOTCHORD 2-17=-301/654 WEBS 6-14=-352/128,5-16=-348/115,3-17=-340/230,7-13=-348/116,9-12=-340/231 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to6-9-0, Corner(3)6-9-0 to9-10-0,Exterior(2)9-10-0 to20-11-0, Corner(3)20-11-0to23-11-0,Exterior(2)23-11-0 to27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive 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 withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,14,16,17,13,12,10,2,10. 13)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P03 Piggyback 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:16 Page: 1 ID:NRhKK?4oJeg?_fbw8UiT88yxq?S-64KqE92xLdJcvaz2K?_cgwllQAYYjbnbkRTiMbyxo4r DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 1.5x4 1.5x4 =6x6 1.5x4 =3x4 1.5x4 1.5x4 1.5x4 =6x6 1.5x4 1.5x4 =3x4 91 15 1413 12 11 10 82 22 292823 73 2724 525 264 6 T2 B1 B2 0-11-1 27-7-0 0-11-1 0-11-1 8-2-0 17-10-8 8-9-7 9-8-8 8-9-7 26-7-15 25-8-14 Scale=1:48.5 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 0.29 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.008n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:82 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-82(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)11,12,14,2,8except 10=-134(LC17),15=-135(LC16) Max GravAllreactions250(lb)or lessat joint(s)except10=519(LC39), 11=266(LC55),12=502(LC38),14=266(LC54),15=519(LC 39),2=325(LC39),8=325(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-22=-454/191 BOTCHORD 2-15=-276/609 WEBS 5-12=-419/139,3-15=-411/246,7-10=-411/246 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to9-9-0,Corner(3)9-9-0 to12-9-0,Exterior(2)12-9-0 to17-11-0, Corner(3)17-11-0 to20-11-0,Exterior(2)20-11-0 to27-3-13 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 12)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)2,12,14,8,2,8except(jt=lb)15=135,10=133. 13)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detailfor Connection tobasetrussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P04 Piggyback 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:16 Page: 1 ID:gnc_oOABgnZ0KkdG3TL6wdyxq?L-64KqE92xLdJcvaz2K?_cgwlkmAYljaUbkRTiMbyxo4r DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =3x4 =3x4 =3x4 111 17 1615 14 13 12 2 10 2924 3 9 25 28 4 82627 65 7 T2 B1 B2 0-11-1 0-11-1 0-11-1 27-7-0 2-2-0 14-10-8 11-9-7 12-8-8 11-9-7 26-7-15 25-8-14 Scale=1:48.6 Plate Offsets(X,Y):[5:0-2-0,Edge], [7:0-2-0,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 0.26 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.0121n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:85 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-108(LC21) Max UpliftAlluplift100(lb)or lessatjoint(s)13,16,2,10except12=-128 (LC17),17=-129(LC16) Max GravAllreactions250(lb)or lessat joint(s)except12=501(LC39), 13=392(LC39),14=275(LC38),16=392(LC39),17=501(LC 39),2=337(LC39),10=337(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-24=-503/186 BOTCHORD 2-17=-273/663 WEBS 4-16=-321/216,3-17=-392/213,8-13=-321/217,9-12=-392/213 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to12-9-0, Corner(3)12-9-0 to17-10-0,Exterior(2)17-10-0 to27-3-13zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive 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 withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,16,13,10,2,10except(jt=lb)17=128,12=128. 13)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P05 Piggyback 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:16 Page: 1 ID:4MH6QPC3zixaBBMrkbupYFyxq?I-64KqE92xLdJcvaz2K?_cgwlkHAYcja?bkRTiMbyxo4r DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =4x4 =3x4 91 15 1413 12 11 10 2 8 2722 3 7 4 626232524 5 B1 B2 0-11-1 0-11-1 0-11-1 27-7-0 12-10-7 13-9-8 12-10-7 26-7-15 25-8-14 Scale=1:50.6 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 0.18 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.008n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:86 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-119(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)2,8except10=-123(LC17), 11=-115(LC17),14=-115(LC16),15=-124(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8except10=366(LC 2),11=325(LC35),12=270(LC2),14=325(LC34),15=366 (LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-22=-358/190 BOTCHORD 2-15=-278/477 WEBS 4-14=-252/229,3-15=-264/204,6-11=-252/229,7-10=-264/204 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to13-10-0, Corner(3)13-10-0 to16-10-0,Exterior(2)16-10-0 to27-3-13 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 11)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)2,8,2,8except(jt=lb)14=114,15=124,11=114,10=123. 12)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTrussConnection Detailfor Connection tobasetrussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P06 Piggyback 3 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:17 Page: 1 ID:y7XdGnFa0xR0gpfczRzli5yxq?E-aGuCSV3a5xRTWkYEujWrC7HxHauJS1xkz5DFu2yxo4q DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =4x8 =3x4 91 15 1413 12 11 10 82 22 27 73 6423262425 5 B1 B2 0-3-8 13-11-4 0-11-1 27-7-0 0-11-1 0-11-1 12-8-11 13-7-12 12-8-11 26-7-15 25-8-14 Scale=1:50.4 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 0.18 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.008n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:86 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-119(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)2,8except10=-123(LC17), 11=-114(LC17),14=-114(LC16),15=-124(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,8except10=366(LC 2),11=326(LC35),12=270(LC2),14=324(LC34),15=367 (LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-22=-358/190 BOTCHORD 2-15=-278/477 WEBS 4-14=-251/229,3-15=-264/205,6-11=-253/228,7-10=-263/204 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to13-9-10, Corner(3)13-9-10 to16-9-10,Exterior(2)16-9-10 to27-3-13 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage toprevent waterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gablerequires continuousbottom chordbearing. 10)Gable studs spacedat4-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 12)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)2,8,2,8except(jt=lb)14=114,15=124,11=114,10=123. 13)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTrussConnection Detailfor Connection tobasetrussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P07 Piggyback 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:17 Page: 1 ID:zgaUPPfv0OjBl1F8yaaj4Gyxq_i-aGuCSV3a5xRTWkYEujWrC7HxHauIS1tkz5DFu2yxo4q DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =3x4 =3x4 =3x4 111 17 1615 14 13 12 102 24 31 3025 93 2926 84 62827 75 T2 B1 B2 0-11-1 27-7-0 0-11-1 0-11-1 6-3-8 16-11-4 9-8-11 10-7-12 9-8-11 26-7-15 25-8-14 Scale=1:48.5 Plate Offsets(X,Y):[5:0-2-0,Edge], [7:0-2-0,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 0.28 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.0110n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:84 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=90(LC20) Max UpliftAlluplift100(lb)or lessatjoint(s)13,14,16,2,10except 12=-137(LC17),17=-137(LC16) Max GravAllreactions250(lb)or lessat joint(s)except12=510(LC39), 13=333(LC39),14=440(LC38),16=333(LC39),17=510(LC 39),2=318(LC39),10=318(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-24=-454/175 BOTCHORD 2-17=-262/613 WEBS 6-14=-357/112,4-16=-262/170,3-17=-402/224,8-13=-262/171,9-12=-402/224 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to10-8-4, Corner(3)10-8-4 to13-10-0,Exterior(2)13-10-0 to16-11-12, Corner(3)16-11-12 to19-11-12,Exterior(2)19-11-12 to 27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive 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 withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,14,16,13,10,2,10except(jt=lb)17=136,12=137. 13)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P08 Piggyback 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:18 Page: 1 ID:JeONS6j2qwMUro86l79unJyxq_d-2SSafr4CsFZK8t7RSQ14lLq4M_DCBUyuClypQUyxo4p DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =3x4 =3x4 =3x4 111 17 1615 14 13 12 102 2825 2726 93 5 6 7 84 T2 B1 B2 0-11-1 27-7-0 0-11-1 0-11-1 6-8-11 7-7-12 6-8-11 26-7-15 12-3-8 19-11-4 25-8-14 Scale=1:48.5 Plate Offsets(X,Y):[4:0-2-0,Edge], [8:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/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 LumberDOL 1.15 BC 0.15 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.0010n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:78 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-63(LC17) Max UpliftAlluplift100(lb)or lessatjoint(s)12,13,14,16,2,10except 17=-102(LC16) Max GravAllreactions250(lb)or lessat joint(s)except12=462(LC39), 13=389(LC38),14=448(LC38),16=389(LC38),17=462(LC 39),2=336(LC39),10=336(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-25=-485/206 BOTCHORD 2-17=-305/654 WEBS 6-14=-365/130,5-16=-314/105,3-17=-352/240,7-13=-314/105,9-12=-352/241 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to7-8-4, Corner(3)7-8-4 to10-8-4,Exterior(2)10-8-4 to19-11-12, Corner(3)19-11-12 to22-11-12,Exterior(2)22-11-12 to 27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive 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 withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,14,16,13,12,10,2,10except(jt=lb)17=102. 13)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P09 Piggyback 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:18 Page: 1 ID:CPdtIUmYu9swKQSt_zEqy9yxq_Z-2SSafr4CsFZK8t7RSQ14lLq57_D4BV2uClypQUyxo4p DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 121 18 1716 15 14 13 112 2926 4 5 6 7 8 92827 103 T2 T3 B1 B2 0-11-1 27-7-0 0-11-1 0-11-1 3-8-11 4-7-12 3-8-11 26-7-15 18-3-8 22-11-4 25-8-14 Scale=1:48.5 Plate Offsets(X,Y):[3:0-2-0,Edge], [10:0-2-0,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 0.21 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.0123n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:70 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings25-8-14. (lb)-Max Horiz2=-37(LC17) Max UpliftAlluplift100(lb)or lessatjoint(s)13,14,15,17,18,2,11 Max GravAllreactions250(lb)or lessat joint(s)except13=389(LC38), 14=435(LC38),15=428(LC38),17=435(LC38),18=389(LC 38),2=382(LC39),11=382(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-26=-450/217,11-29=-267/128 BOTCHORD 2-18=-295/573 WEBS 6-15=-345/120,5-17=-359/123,4-18=-295/126,7-14=-359/122,9-13=-295/127 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)0-4-3 to3-4-3,Exterior(2)3-4-3 to4-8-4, Corner(3)4-8-4 to7-8-4,Exterior(2)7-8-4 to22-11-12, Corner(3)22-11-12to26-1-15,Exterior(2)26-1-15 to27-3-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive 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 withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,15,17,18,14,13,11,2,11. 13)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T P10 Piggyback 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:18 Page: 1 ID:ZMRmLBqhjhUCQBKqnWq?eDyxq_U-2SSafr4CsFZK8t7RSQ14lLq5T_DNBVRuClypQUyxo4p DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x5 =6x6 3x4 4x4 =3x4 =3x4 4x6 =3x4 4x4 3x4 =6x6 3x5 14 13 12 11 10 91 82 2015 3 7 4 6 16 191718 5 B1 B2 1-6-4-1-6-4 1-6-424-8-45-9-811-7-0 5-9-817-4-85-9-85-9-8 5-9-823-2-0 7-7-815-4-12 7-9-423-2-07-9-47-9-4 Scale=1:64.1 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 0.36 Vert(LL)0.1410-11 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.47 Vert(TL)-0.2113-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.94 Horiz(TL)0.0310n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:121 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2,W4:2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor5-7-5ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor8-8-9ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=894/0-4-0,(min.0-1-9),14=894/0-4-0,(min.0-1-9) Max Horiz14=-312(LC14) Max Uplift10=-144(LC17),14=-144(LC16) Max Grav10=1015(LC2),14=1015(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-15=-259/236,3-4=-200/271,4-16=-914/760,16-17=-825/761,5-17=-824/781,5-18=-825/781,18-19=-825/761, 6-19=-914/760,6-7=-200/271,8-20=-259/236,2-14=-347/279,8-10=-347/279 BOTCHORD 13-14=-405/699,12-13=-204/520,11-12=-204/520,10-11=-392/699 WEBS 4-14=-888/462,6-10=-888/462,4-13=-265/276,5-13=-429/380,5-11=-429/380,6-11=-265/276 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-6-4 to1-5-12, Interior(1)1-5-12 to11-7-0,Exterior(2)11-7-0 to14-7-0,Interior(1)14-7-0 to24-8-4 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding144 lbupliftat joint10and144lbupliftat joint14. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T01 Common 2 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:19 Page: 1 ID:cFrRUK05BIN4jUzj99bWlNyxq_F-Xe0ytB4qdYhBm1id07YJIYNEuOUFwlF1RPiMzwyxo4o DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 3x5 3x4 =3x4 =4x4 3x4 =3x4 3x5 31 302928272625242322212019 18 171 162 153 343735 144 5 13 6 12323633 7 11 3938 108 9 B1 B2 ST6 ST6 1-6-4-1-6-4 1-6-424-8-411-7-011-7-0 11-7-023-2-0 23-2-0Scale=1:63.3 Plate Offsets(X,Y):[18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.33 Horiz(TL)0.0118n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:142 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST5:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor6-0-0ocbracing. JOINTS 1Braceat Jt(s):32,33,34,35 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS Allbearings23-2-0. (lb)-Max Horiz31=-312(LC14) Max UpliftAlluplift100(lb)or lessatjoint(s)20,21,28,29except 18=-162(LC13),19=-253(LC17),22=-122(LC17),26=-120 (LC16),30=-259(LC16),31=-181(LC12) Max GravAllreactions250(lb)or lessat joint(s)20,21,22,23,24,25, 26,28,29except18=324(LC30),19=264(LC15),30=279 (LC14),31=339(LC31) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-31=-255/128,7-38=-203/254,8-38=-186/258,10-39=-186/258,11-39=-203/253 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)-1-6-4 to1-7-0,Exterior(2)1-7-0 to11-7-0, Corner(3)11-7-0 to14-7-0,Exterior(2)14-7-0 to24-8-4 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobe fully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Verticalgable studs spacedat2-0-0ocandhorizontalgable studs spacedat4-3-8oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)28,29,21,20except(jt=lb)31=180,18=162,26=120, 30=259,22=121,19=253. 13)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T01GE CommonSupportedGable 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:19 Page: 1 ID:hDMpvi09eoqIBFpgW5a_duyxpyy-Xe0ytB4qdYhBm1id07YJIYNEROZxwun1RPiMzwyxo4o DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x4 =6x6 4x4 =3x4 =3x4 4x6 =3x4 4x4 3x4 =6x6 3x5 12 11 10 9 8 7 61 18 13 5 2 4 14 171516 3 B1 B2 1-6-424-2-45-3-85-3-8 5-9-811-1-0 5-9-816-10-8 5-9-822-8-0 7-3-47-3-4 7-7-814-10-12 7-9-422-8-0 Scale=1:64.1 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 0.36 Vert(LL)0.148-9 >999 240 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.47 Vert(TL)-0.218-9 >999 180 TCDL 10.0 RepStress Incr YES WB 0.92 Horiz(TL)0.038n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:118 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W6:2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor5-8-3ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor8-11-9ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=880/0-4-0,(min.0-1-9),12=789/0-6-0,(min.0-1-8) Max Horiz12=-306(LC12) Max Uplift8=-142(LC17),12=-101(LC16) Max Grav8=999(LC2),12=891(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-14=-871/730,14-15=-785/732,3-15=-785/752,3-16=-799/768,16-17=-805/748,4-17=-893/747,4-5=-199/271, 6-18=-258/235,6-8=-346/278 BOTCHORD 11-12=-366/649,10-11=-190/501,9-10=-190/501,8-9=-382/684 WEBS 3-9=-439/384,4-9=-269/277,4-8=-867/449,2-12=-893/547,2-11=-231/263,3-11=-390/338 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-7-12 to3-7-12, Interior(1)3-7-12 to11-7-0,Exterior(2)11-7-0 to14-7-0, Interior(1)14-7-0 to24-8-4 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding142 lbupliftat joint8and101 lbupliftat joint12. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T02 Common 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:19 Page: 1 ID:lepLBScu5s?LZn34uuyT6DyxpyB-Xe0ytB4qdYhBm1id07YJIYNEsOUEwlb1RPiMzwyxo4o DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 1.5x4 3x5 =3x4 5x6 =3x4 =3x4 =6x6 =3x4 3x5 =4x4 3x5 5x6 3x4 14 1312 11 10 9 8 7 6 20 5 4 19 1 18 15 2 1617 3 T2 B1 B2 0-1-12 23-4-0 0-10-4 24-2-4 3-6-83-6-8 6-2-09-8-8 6-9-1223-2-46-8-016-4-8 2-10-46-3-03-4-123-4-12 3-7-49-10-4 6-6-416-4-8 6-11-823-4-0 Scale=1:70.7 Plate Offsets(X,Y):[2:0-3-0,0-2-2], [3:0-4-0,0-2-0], [6:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.058-9 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.37 Vert(TL)-0.138-9 >999180 TCDL 10.0 RepStress Incr YES WB 0.51 Horiz(TL)0.018n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:154 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W7,W9,W8:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 2-13,2-12,3-12,4-10,1-14,1-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=630/0-6-0,(min.0-1-8),12=963/0-6-0,(min.0-1-13), 14=151/0-6-0,(min.0-1-8) Max Horiz14=-367(LC17) Max Uplift8=-66(LC17),12=-124(LC17),14=-84(LC12) Max Grav8=797(LC39),12=1168(LC39),14=203(LC54) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 4-19=-421/81,4-5=-621/67,5-20=-767/40,6-20=-866/32,6-8=-735/126 BOTCHORD 13-14=-288/366,12-13=-281/358,11-12=-137/284,10-11=-137/284,9-10=0/613,8-9=-116/278 WEBS 2-12=-331/106,3-12=-809/207,3-10=-117/528,4-10=-633/268,4-9=0/264,6-9=0/426 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to3-6-8,Exterior(2)3-6-8 to7-9-7, Interior(1)7-9-7 to9-8-8,Exterior(2)9-8-8 to13-11-7,Interior(1)13-11-7 to24-2-4 zone;end verticalrightexposed;porch leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding84 lbupliftat joint14,124 lbupliftat joint12and66lbupliftat joint8. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T03 PiggybackBase 4 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:20 Page: 1 ID:VRvoWWR6gxpWTLDpPFdavsyxptF-?raK4X5SOsp1NBHpZr3YqmvJtns5fJIBf3RvVNyxo4n DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 912 3x5 2x4 2x4 =3x4 5x6 3x4 3x4 3x4 =3x4 =3x4 2x4 2x4 =6x6 =3x4 3x5 =4x4 3x5 5x6 3x4 14 1312 11 10 9 8 7 6 35 5 4 34 1 33 30 2 3132 3 T2 B1 B2 0-1-12 23-4-0 0-10-4 24-2-4 3-6-83-6-8 6-2-09-8-8 6-9-1223-2-46-8-016-4-8 2-10-46-3-03-4-123-4-12 3-7-49-10-4 6-6-416-4-8 6-11-823-4-0 Scale=1:70.7 Plate Offsets(X,Y):[2:0-3-0,0-2-2], [3:0-4-0,0-2-0], [6:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.058-9 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.37 Vert(TL)-0.138-9 >999180 TCDL 10.0 RepStress Incr YES WB 0.51 Horiz(TL)0.018n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:213 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W7,W9,W8:2x4SPFStud OTHERS 2x4SPFStud*Except*ST4,ST5,ST8:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 2-13,2-12,3-12,4-10,1-14,1-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=630/0-6-0,(min.0-1-8),12=963/0-6-0,(min.0-1-13), 14=151/0-6-0,(min.0-1-8) Max Horiz14=-367(LC17) Max Uplift8=-66(LC17),12=-124(LC17),14=-84(LC12) Max Grav8=797(LC39),12=1168(LC39),14=203(LC54) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 4-34=-421/81,4-5=-621/67,5-35=-767/40,6-35=-866/32,6-8=-735/126 BOTCHORD 13-14=-288/366,12-13=-281/358,11-12=-137/284,10-11=-137/284,9-10=0/613,8-9=-116/278 WEBS 2-12=-331/106,3-12=-809/207,3-10=-117/528,4-10=-633/268,4-9=0/264,6-9=0/426 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to3-6-8,Exterior(2)3-6-8 to7-9-7, Interior(1)7-9-7 to9-8-8,Exterior(2)9-8-8 to13-11-7,Interior(1)13-11-7 to24-2-4 zone;end verticalrightexposed;porch leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 7)Provideadequatedrainage topreventwaterponding. 8)Allplatesare1.5x4MT20unlessotherwise indicated. 9)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding84 lbupliftat joint14,124 lbupliftat joint12and66lbupliftat joint8. 12)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T03GE PiggybackBase 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:20 Page: 1 ID:DoFQjFPMI1MOXOB8S_2o0Eyxpqi-?raK4X5SOsp1NBHpZr3YqmvJtns5fJIBf3RvVNyxo4n DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 MT18HS3x10 =8x8 =12x12 =4x4 =8x8 5x6 =10x10 3x4 4x6 3x10 5x6 =12x12 13 19201221 11 1022239 8 7 6 18 5 4 3 21 T1 B1 B2 0-10-4 18-2-4 3-8-83-8-8 4-5-312-7-04-5-58-1-13 4-9-017-4-0 3-6-123-6-12 4-5-312-7-04-7-18-1-13 4-9-017-4-0 Scale=1:68.3 Plate Offsets(X,Y):[1:Edge,0-3-0], [3:0-1-4,0-2-0], [7:0-0-8,0-7-4], [10:0-3-8,0-6-4], [12:0-6-0,0-6-4] 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 1.00 Vert(LL)0.129-10 >999240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.45 Vert(TL)-0.279-10 >762180 MT20197/144 TCDL 10.0 RepStress Incr NO WB 0.86 Horiz(TL)0.047n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:302 lb FT = 20% LUMBER TOPCHORD 2x4SPFNo.2*Except*T3:2x4SPF1650F1.5E BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPFNo.2*Except*W1:2x4SPF2100F1.8E,W6,W7:2x4SPF Stud SLIDER Right2x8SP2400F2.0E--2-6-0 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor4-1-1ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 1-13,3-12 REACTIONS (lb/size)7=5826/0-6-0,(min.0-2-8),13=8502/0-6-0,(min.0-3-9) MaxHoriz13=-441(LC13) MaxUplift7=-1670(LC13),13=-1661(LC13) Max Grav7=6024(LC32),13=8623(LC32) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 1-13=-6755/1446,1-2=-2107/450,2-3=-2778/503,3-4=-5925/1301,4-5=-6129/1282,5-18=-7819/2209,6-18=-7909/2190, 6-7=-4639/1244 BOTCHORD 13-19=-158/445,19-20=-158/445,12-20=-158/445,12-21=-943/4865,11-21=-943/4865,10-11=-943/4865, 10-22=-1620/6183,22-23=-1620/6183,9-23=-1620/6183,7-9=-1620/6183 WEBS 1-12=-1499/7021,2-12=-282/1405,3-12=-5348/1540,3-10=-1635/6074,5-10=-1891/1127,5-9=-1264/2408 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x4-1rowat0-6-0oc. Bottom chordsconnectedas follows:2x8-2rowsstaggeredat0-4-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonlyloadsnotedas(F)or(B),unlessotherwise indicated. 3)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone;end verticalrightexposed;Lumber DOL=1.60plategrip DOL=1.60 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; Exp C;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopesless than 0.500/12inaccordancewith IBC1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 7)Provideadequatedrainage toprevent waterponding. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottomchord liveloadnonconcurrent withanyother liveloads. 10)Providemechanicalconnection(byothers)of truss tobearingplatecapableof withstanding1661lbupliftatjoint13and1670 lbupliftat joint7. 11)This truss is designed inaccordance with the2012 InternationalResidential CodesectionsR502.11.1and R802.10.2andreferencedstandardANSI/TPI1. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient tosupportconcentrated load(s)1708 lbdownand209 lbupat0-6-4,1702 lbdownand186 lbupat2-6-4, 1721lbdownand238 lbupat4-6-4,1776 lbdownand287lbupat6-6-4,1854 lbdownand337 lbupat8-6-4,and1719 lbdownand382 lbupat10-6-4,and2747 lb downand1501 lbupat12-7-0onbottomchord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot23 1904018-12T T04 PiggybackBase Girder 1 2 JobReference(optional) Run:8.31 S May222019 Print:8.310 SMay222019MiTekIndustries,Inc.MonJul1515:30:20 Page: 1 ID:ADMGO6?qleCiiPdo9iaKFvyxorz-?raK4X5SOsp1NBHpZr3YqmvFfnqsfDmBf3RvVNyxo4n Continuedonpage 2 DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Vert:1-2=-61,2-8=-51,13-14=-20 ConcentratedLoads(lb) Vert:11=-1776(F),9=-2604(F),19=-1697(F),20=-1660(F),21=-1721(F),22=-1854(F),23=-1719(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T04 PiggybackBaseGirder 1 2 Job Reference(optional) Run:8.31SMay222019Print:8.310SMay222019MiTek Industries, Inc.Mon Jul1515:30:20 Page: 2 ID:ADMGO6?qleCiiPdo9iaKFvyxorz-?raK4X5SOsp1NBHpZr3YqmvFfnqsfDmBf3RvVNyxo4n DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 =3x4 58 7 6 4 13 1212 3 T1 B1 1-2-12 7-8-8 3-0-0 3-0-0 3-5-12 6-5-12 6-5-12 Scale=1:34.6 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 0.17 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.004n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:22 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings6-5-12. (lb)-Max Horiz8=-80(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)6,7,8, 4 Max GravAllreactions250(lb)or lessat joint(s)6,7,8except4=294(LC 36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-1-12 to6-0-15,Exterior(2)6-0-15 to7-8-8 zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Provideadequatedrainage toprevent waterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 11)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)8,4,6,7,4. 12)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T05GE HalfHipSupportedGable 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:21 Page: 1 ID:mmvS3P21VVMED8?5srzS_iyxpob-T17jIs649Axu?Ls07YanNzSdSBFaOtUKujBT1pyxo4m DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 =6x6 =4x4 2x4 =4x10 =4x6 =3x8 =3x4 =3x8 1.5x4 =6x6 1.5x4 3x5 71312272811291030931328 6 15 14 26 1219 20321 22 4232425 5 T1 B1 B2 B4 1-1-12 1-1-12 2-2-12 23-2-12 4-4-5 5-6-1 4-6-1 10-0-3 4-6-1 14-6-4 6-5-12 21-0-0 0-6-0 1-0-0 0-6-0 0-6-0 1-5-15 7-0-0 3-0-3 10-0-3 4-6-1 5-6-1 4-7-13 14-8-0 6-4-0 21-0-0 Scale=1:44.8 Plate Offsets(X,Y):[6:0-0-15,0-1-8], [14:0-6-12,0-2-4] 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 0.63 Vert(LL)0.108-9 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(TL)-0.148-9 >999180 TCDL 10.0 RepStress Incr NO WB 0.54 Horiz(TL)0.036n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:92 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B3:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-2-6ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor7-5-9ocbracing.Except: 10-0-0ocbracing:12-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=912/0-6-0,(min.0-1-11),15=839/0-6-0,(min.0-1-13) Max Horiz15=-135(LC8) Max Uplift6=-408(LC13),15=-556(LC8) Max Grav6=1067(LC32),15=1154(LC71) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-19=-541/279,19-20=-541/279,3-20=-541/279,3-21=-1780/872,21-22=-1780/872,4-22=-1780/872,4-23=-1783/874, 23-24=-1782/874,24-25=-1780/874,5-25=-1780/874,5-26=-1508/696,6-26=-1548/667 BOTCHORD 14-15=-201/585,2-14=-340/768,11-29=-632/1474,10-29=-632/1474,10-30=-632/1474,9-30=-632/1474, 9-31=-544/1380,31-32=-544/1380,8-32=-544/1380,6-8=-544/1386 WEBS 2-15=-1163/584,3-14=-988/516,5-9=-326/566,11-14=-585/1356,3-9=-204/436,4-9=-444/250 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone; cantilever leftandrightexposed ; end vertical leftandrightexposed;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding556 lbupliftat joint15and408lbupliftat joint6. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s)shallbeprovided sufficient to support concentrated load(s)85lbdownand68 lbupat1-0-12,84 lbdownand69 lbupat2-5-8,84 lb downand69 lbupat4-5-8,84lbdownand69 lbupat6-5-8,84 lbdownand69 lbupat8-5-8,84 lbdownand69 lbupat10-5-8,and84lbdownand69 lbupat12-5-8, and77 lbdownand69 lbupat14-6-4on top chord,and41 lbdownand39 lbupat1-1-12,40 lbdownand39 lbupat2-5-8,40 lbdownand39lbupat4-5-8,40 lbdown and39 lbupat6-5-8,40lbdownand39 lbupat8-5-8,40 lbdownand39 lbupat10-5-8,and40 lbdownand39 lbupat12-5-8,and40 lbdownand39 lbupat14-5-8on bottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-5=-61,5-7=-51,14-15=-20,12-13=-20,12-16=-20 ConcentratedLoads(lb) Vert:14=-1(B),8=0(B),27=0(B),28=0(B),29=0(B),30=0(B),31=0(B),32=0(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T06 Jack-Closed Girder 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:21 Page: 1 ID:UT_DBiZ7Z6GlOzihxX8sLMyxpgA-T17jIs649Axu?Ls07YanNzSW9BAqOl6KujBT1pyxo4m DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 =3x5 =4x6 3x4 =5x8 =3x4 =3x4 =6x8 =6x6 =4x6 3x5 =3x5 4x4 =3x4 1.5x4 =5x6 916151413121110 8 26718 17 6 25 5 12 22 323 24 4 T1 B1 B2 B4 1-1-12 1-1-12 1-4-0 21-0-0 2-2-12 23-2-12 2-8-9 19-8-0 2-8-9 16-11-7 2-8-9 14-2-13 5-1-6 6-3-2 5-3-2 11-6-4 0-6-0 0-6-0 0-6-0 1-0-0 1-3-2 6-3-2 1-4-0 21-0-0 3-11-2 15-7-2 4-0-14 19-8-0 4-0-0 5-0-0 5-4-14 11-8-0 Scale=1:50.5 Plate Offsets(X,Y):[8:Edge,0-1-1], [17:0-6-4,0-3-4] 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 0.70 Vert(LL)-0.09 11-12 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(TL)-0.24 11-12 >999180 TCDL 10.0 RepStress Incr NO WB 0.65 Horiz(TL)0.078n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:111lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B3:2x4SPFStud,B4:2x4SPF1650F1.5E WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-4-1ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor8-2-5ocbracing.Except: 10-0-0ocbracing:15-17 WEBS 1 Rowatmidpt 3-17,4-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=2426/0-6-0,(min.0-4-1),18=1424/0-6-0,(min.0-2-7) Max Horiz18=-197(LC12) Max Uplift8=-490(LC17),18=-269(LC12) Max Grav8=2603(LC36),18=1569(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-22=-406/132,3-22=-406/132,3-23=-1678/385,23-24=-1674/385,4-24=-1674/385,4-5=-2727/646,5-25=-3666/848, 6-25=-3863/880,6-7=-3898/842,7-26=-3890/813,8-26=-3898/809 BOTCHORD 17-18=-13/392,2-17=-180/1102,12-13=-375/2294,11-12=-588/3032,10-11=-769/3744,8-10=-670/3416 WEBS 2-18=-1464/319,3-17=-1553/400,4-13=-1104/274,4-12=-224/1122,3-13=-84/625,13-17=-214/1505,5-12=-1285/347, 5-11=-151/819,6-11=-786/219,6-10=-464/217 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to11-6-4,Exterior(2)11-6-4 to15-9-3, Interior(1)15-9-3 to23-2-12zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding269 lbupliftat joint18and490lbupliftat joint8. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-24=-61,7-9=-51,17-18=-20,15-16=-20,15-19=-20 TrapezoidalLoads(lb/ft) Vert:24=-261(F=-200)-to-4=-268(F=-207),4=-258(F=-207)-to-5=-272(F=-221),5=-272(F=-221)-to-25=-280(F=-229),25=-280(F=-229)-to-6=-286(F=-236), 6=-286(F=-236)-to-7=-300(F=-249) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T07 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:22 Page: 1 ID:5itNF78EGsJx8LNvlc?6HUyxpfQ-xDh5VC7iwT3ldVRChG50vB?grbOE7AbU7Nw0ZFyxo4l DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 2x4 =3x5 =4x6 2x4 =4x10 =3x5 =5x10 =6x6 =4x6 3x10 =4x6 3x6 4x4 =4x4 4x4 =3x4 1.5x4 =5x6 1118171615141312 10 28920 19 8 7 6 52726 12 24253 4 T1 B1 B2 B4 1-1-12 1-1-12 1-4-0 21-0-0 2-2-12 23-2-12 2-9-7 19-8-0 2-9-7 14-1-2 2-9-7 16-10-9 2-9-7 11-3-11 3-7-6 4-9-2 3-9-2 8-6-4 0-2-14 5-0-0 0-6-0 1-0-0 0-6-0 0-6-0 1-4-0 21-0-0 3-8-0 19-8-0 3-8-0 16-0-0 3-8-0 12-4-0 3-8-0 8-8-0 3-9-2 4-9-2 Scale=1:56.1 Plate Offsets(X,Y):[10:Edge,0-1-1], [16:0-3-8,0-3-0], [19:0-7-8,0-2-4] 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 0.74 Vert(LL)-0.11 13-14 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.98 Vert(TL)-0.27 13-14 >935180 TCDL 10.0 RepStress Incr NO WB 0.96 Horiz(TL)0.0610n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:130 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B3:2x4SPFStud,B4:2x4SPF1650F1.5E WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-5ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor8-6-7ocbracing.Except: 10-0-0ocbracing:17-19 WEBS 1 Rowatmidpt 4-16,5-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=2412/0-6-0,(min.0-4-1),20=1408/0-6-0,(min.0-2-5) Max Horiz20=-259(LC12) Max Uplift10=-508(LC17),20=-257(LC12) Max Grav10=2574(LC36),20=1477(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-24=-287/135,24-25=-287/135,3-25=-287/135,3-4=-937/287,4-26=-1645/403,26-27=-1655/395,5-27=-1787/410, 5-6=-2794/608,6-7=-2984/637,7-8=-4130/847,8-9=-4064/796,9-28=-4039/763,10-28=-4046/759 BOTCHORD 19-20=-26/317,2-19=-210/1119,15-16=-119/1469,14-15=-322/2237,13-14=-525/3087,12-13=-708/3881, 10-12=-627/3557 WEBS 2-20=-1293/311,4-15=-330/1504,4-16=-1105/282,16-19=-74/879,3-16=-204/798,3-19=-1185/375,5-15=-1606/423, 5-14=-261/1290,7-14=-1333/335,7-13=-188/964,8-13=-796/221,8-12=-475/205 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to8-6-4,Exterior(2)8-6-4 to12-9-3, Interior(1)12-9-3 to23-2-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding257 lbupliftat joint20and508lbupliftat joint10. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-4=-61,4-26=-51,9-11=-51,19-20=-20,17-18=-20,17-21=-20 TrapezoidalLoads(lb/ft) Vert:26=-251(F=-200)-to-27=-253(F=-202),27=-253(F=-202)-to-5=-256(F=-206),5=-256(F=-206)-to-6=-265(F=-214),6=-265(F=-214)-to-7=-271(F=-220), 7=-271(F=-220)-to-8=-286(F=-235),8=-286(F=-235)-to-9=-300(F=-249) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T08 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:22 Page: 1 ID:HFoNgC76eF_gqYwQM3yaw3yxpcs-xDh5VC7iwT3ldVRChG50vB?f9bO?75fU7Nw0ZFyxo4l DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 =4x4 =4x6 3x4 =4x10 =6x6 =4x8 =3x4 4x8 =5x6 3x8 3x8 =4x6 4x4 =3x4 1.5x4 =5x6 1017161514131211 92881918 27 7 6 5 26254 24 1223 3 T1 B1 B2 B4 1-1-12 1-1-12 1-4-0 21-0-0 2-2-12 23-2-12 3-6-7 19-8-0 3-6-7 12-7-2 3-6-7 16-1-9 3-6-7 9-0-11 4-4-8 5-6-4 0-6-0 0-6-0 0-6-0 1-0-0 1-4-0 7-0-0 1-4-0 21-0-0 3-2-13 10-2-13 4-8-9 19-8-0 4-8-9 14-11-7 4-8-0 5-8-0 Scale=1:61.8 Plate Offsets(X,Y):[9:0-0-8,Edge], [18:0-7-8,0-2-4] 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 0.92 Vert(LL)-0.11 11-12 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.75 Vert(TL)-0.27 11-12 >938180 TCDL 10.0 RepStress Incr NO WB 0.82 Horiz(TL)0.049n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:132 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B4:2x4SPF2100F1.8E WEBS 2x4SPFStud*Except*W5,W3:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-0-5ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 10-0-0ocbracing:16-18 WEBS 1 Rowatmidpt 2-19,4-15,3-18 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)9=2403/0-6-0,(min.0-3-4),19=1387/0-6-0,(min.0-2-4) Max Horiz19=-322(LC12) Max Uplift9=-517(LC17),19=-243(LC12) Max Grav9=2536(LC36),19=1429(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-23=-259/158,3-23=-258/158,3-24=-1010/303,4-24=-1105/287,4-25=-2100/462,25-26=-2131/456,5-26=-2438/490, 5-6=-3684/723,6-7=-3950/752,7-27=-3782/713,8-27=-4167/773,8-28=-4064/699,9-28=-4071/696 BOTCHORD 18-19=-95/322,2-18=-223/1129,14-15=-108/1689,13-14=-108/1689,12-13=-360/2768,11-12=-611/3815, 9-11=-586/3622 WEBS 2-19=-1254/347,3-15=-319/1325,8-11=-405/165,4-15=-1584/400,4-13=-305/1539,5-13=-1624/405,5-12=-244/1200, 7-12=-1018/295,7-11=-304/155,15-18=-25/807,3-18=-1274/399 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to5-6-4,Exterior(2)5-6-4 to9-9-3, Interior(1)9-9-3 to23-2-12 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding243 lbupliftat joint19and517lbupliftat joint9. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-61,3-26=-51,8-10=-51,18-19=-20,16-17=-20,16-20=-20 TrapezoidalLoads(lb/ft) Vert:26=-251(F=-200)-to-5=-263(F=-213),5=-263(F=-213)-to-6=-273(F=-222),6=-273(F=-222)-to-7=-282(F=-231),7=-282(F=-231)-to-27=-288(F=-237), 27=-288(F=-237)-to-8=-300(F=-249) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T09 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:23 Page: 1 ID:xv911NJyo2CvySq3XxBJMWyxpbL-PQFTjY7KhnCcEf0OFzcFSOXmE?nosb6dL1ga6hyxo4k DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 1.5x4 =3x5 =4x6 1.5x4 =4x10 =6x6 =4x8 =3x4 5x6 =4x6 3x8 =3x6 3x5 3x6 =4x4 4x4 =3x4 1.5x4 =5x6 111918171615141312 102692120 8 7 6 5 25 4 12 3 T1 B1 B2 B4 1-1-12 1-1-12 1-4-82-6-4 1-4-0 21-0-0 2-2-1223-2-122-10-019-8-02-10-014-0-0 2-10-016-10-04-3-011-2-04-4-126-11-0 0-6-0 1-0-0 0-6-0 0-6-0 1-4-0 21-0-0 1-8-02-8-0 1-11-06-11-02-4-05-0-0 4-3-015-5-0 4-3-019-8-04-3-011-2-0 Scale=1:67.4 Plate Offsets(X,Y):[10:Edge,0-1-1], [20:0-6-12,0-3-0] 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 0.60 Vert(LL)-0.12 13-14 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(TL)-0.29 13-14 >869180 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.0410n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:149 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B4:2x4SPF1650F1.5E WEBS 2x4SPFStud*Except*W1,W2,W3,W5,W6:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-3-13ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor9-0-15ocbracing.Except: 10-0-0ocbracing:18-20 WEBS 1 Rowatmidpt 1-21,2-21,3-20,4-17,5-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=2397/0-6-0,(min.0-3-15),21=1363/0-6-0,(min.0-2-6) Max Horiz21=-411(LC17) Max Uplift10=-483(LC17),21=-313(LC17) Max Grav10=2498(LC2),21=1518(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 3-4=-537/115,4-25=-1287/239,5-25=-1522/235,5-6=-2745/467,6-7=-3663/671,7-8=-3899/713,8-9=-3853/723, 9-26=-3849/686,10-26=-3857/682 BOTCHORD 20-21=-56/378,2-20=-308/1335,16-17=0/1218,15-16=0/1218,14-15=-228/2292,13-14=-433/3051,12-13=-626/3729, 10-12=-560/3358 WEBS 2-21=-1318/332,17-20=0/508,3-20=-1215/491,3-17=-465/1196,4-17=-1607/401,4-15=-260/1372,5-15=-1663/402, 5-14=-207/1072,6-14=-1274/331,6-13=-157/804,8-13=-757/233,8-12=-472/176 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to6-11-0, Interior(1)6-11-0 to23-2-12 zone;end verticalrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding313 lbupliftat joint21and483lbupliftat joint10. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-61,3-25=-51,9-11=-51,20-21=-20,18-19=-20,18-22=-20 TrapezoidalLoads(lb/ft) Vert:25=-251(F=-200)-to-5=-256(F=-205),5=-256(F=-205)-to-6=-271(F=-220),6=-271(F=-220)-to-7=-276(F=-225),7=-276(F=-225)-to-8=-286(F=-235), 8=-286(F=-235)-to-9=-300(F=-249) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T10 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:23 Page: 1 ID:hugDf_WBOTbJFAb?Z5RTbPyxpXC-PQFTjY7KhnCcEf0OFzcFSOXrB?l?sdzdL1ga6hyxo4k DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 1.5x4 =3x4 4x6 3x5 =4x12 =3x4 4x6 =4x8 4x6 =4x6 6x6 =4x4 4x4 =3x4 1.5x4 =5x6 916151413121110 82571817 6 5 4 24 3 2322 21 B1 B2 B4 1-1-12 1-1-12 1-4-0 21-0-0 2-2-1223-2-122-9-316-10-132-9-314-1-10 2-9-319-8-04-1-1211-4-76-0-157-2-11 0-6-0 0-6-0 0-6-0 1-0-0 1-4-0 21-0-0 2-2-117-2-114-0-05-0-0 4-1-1215-6-44-1-1211-4-7 4-1-1219-8-0 Scale=1:72.2 Plate Offsets(X,Y):[5:0-3-0,Edge], [8:0-0-8,Edge], [17:0-8-12,0-2-4] 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 0.79 Vert(LL)-0.10 11-12 >999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.75 Vert(TL)-0.27 11-12 >926180 TCDL 10.0 RepStress Incr NO WB 0.62 Horiz(TL)0.058n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:138 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B4:2x4SPF2100F1.8E WEBS 2x4SPFStud*Except*W1,W2,W4:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-0-7ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor9-7-8ocbracing.Except: 10-0-0ocbracing:15-17 WEBS 1 Rowatmidpt 1-18,2-18,3-17,4-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=2395/0-6-0,(min.0-3-7),18=1341/0-6-0,(min.0-2-6) Max Horiz18=-464(LC17) Max Uplift8=-507(LC17),18=-393(LC17) Max Grav8=2712(LC2),18=1513(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 3-23=-269/0,3-24=-1371/228,4-24=-1595/231,4-5=-2879/480,5-6=-4194/751,6-7=-4188/774,7-25=-4155/731, 8-25=-4165/727 BOTCHORD 17-18=-78/421,2-17=-215/1090,14-15=0/270,13-14=0/270,12-13=-238/2399,11-12=-468/3281,10-11=-666/4028, 8-10=-603/3640 WEBS 2-18=-1366/421,3-17=-1555/471,3-13=-277/1299,13-17=0/1009,4-13=-1756/432,4-12=-233/1128,5-12=-1386/361, 5-11=-166/840,6-11=-791/243,6-10=-494/140 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to4-4-11, Interior(1)4-4-11 to23-2-12 zone;end verticalrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snowloadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding393 lbupliftat joint18and507lbupliftat joint8. 7)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 8)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-24=-51,7-9=-51,17-18=-20,15-16=-20,15-19=-20 TrapezoidalLoads(lb/ft) Vert:24=-251(F=-200)-to-4=-257(F=-206),4=-257(F=-206)-to-5=-272(F=-221),5=-272(F=-221)-to-6=-286(F=-235),6=-286(F=-235)-to-7=-300(F=-249) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T11 Jack-Closed 4 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:24 Page: 1 ID:mAiREtKOFy_elSz9Pm1yneyxpN6-PQFTjY7KhnCcEf0OFzcFSOXoA?nrseKdL1ga6hyxo4k DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 1.5x4 =3x4 3x6 3x5 =4x10 =3x4 3x4 =4x8 3x4 3x4 1.5x4 =3x5 712111098 6 201413 5 4 3 1918 21 B1 B2 B4 1-2-12 22-2-12 1-1-12 1-1-12 6-4-107-6-6 6-6-614-0-13 6-11-321-0-0 0-6-0 1-0-0 0-6-0 0-6-0 2-6-67-6-64-0-05-0-0 6-6-614-0-13 6-11-321-0-0 Scale=1:70.3 Plate Offsets(X,Y):[13:0-7-4,0-2-4] 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 0.41 Vert(LL)-0.058-17 >999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(TL)-0.148-17 >999180 TCDL 10.0 RepStress Incr YES WB 0.56 Horiz(TL)0.026n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:121 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W5,W3,W7:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-9-8ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 10-0-0ocbracing:11-13 WEBS 1 Rowatmidpt 2-14,3-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=808/0-6-0,(min.0-1-8),14=744/0-6-0,(min.0-1-8) Max Horiz14=-447(LC17) Max Uplift6=-119(LC17),14=-252(LC17) Max Grav6=916(LC2),14=881(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 3-4=-627/57,4-5=-785/26,5-20=-1266/109,6-20=-1350/77 BOTCHORD 13-14=-110/415,2-13=-90/494,8-9=0/1133,6-8=0/1133 WEBS 2-14=-888/312,3-13=-708/291,3-9=-47/433,9-13=0/451,5-9=-583/209,5-8=0/265 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to4-4-11, Interior(1)4-4-11 to22-2-12 zone;end verticalrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snowloadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding252 lbupliftat joint14and119lbupliftat joint6. 7)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T12 Jack-Closed 3 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:24 Page: 1 ID:4KCMPi1nbnHQiNPIox4Y7syxpMC-tcprwu8zS5KTsoaaoh8U?c43qPCJb6SmahP7e8yxo4j DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 1.5x4 =3x4 4x4 1.5x4 =4x8 =3x4 3x4 =4x8 3x4 3x4 1.5x4 =3x5 712111098 6 201413 5 4 3 19 182 1 B1 B2 B4 1-2-12 24-6-12 3-5-123-5-12 6-4-109-10-6 6-6-616-4-13 6-11-323-4-0 0-6-0 0-6-0 2-6-69-10-62-10-03-4-0 4-0-07-4-0 6-6-616-4-13 6-11-323-4-0 Scale=1:73.3 Plate Offsets(X,Y):[13:0-5-8,0-2-4] 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 0.40 Vert(LL)-0.0712 >999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.44 Vert(TL)-0.1812 >999180 TCDL 10.0 RepStress Incr YES WB 0.56 Horiz(TL)0.046n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:131 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W5,W3,W7:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-5-3ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:9-11. 10-0-0ocbracing:11-13 WEBS 1 Rowatmidpt 1-14,2-14,3-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=894/0-6-0,(min.0-1-9),14=870/0-6-0,(min.0-1-10) Max Horiz14=-495(LC17) Max Uplift6=-124(LC17),14=-258(LC17) Max Grav6=1013(LC2),14=1028(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-18=-301/0,18-19=-351/0,3-19=-455/0,3-4=-909/68,4-5=-997/37,5-20=-1475/119,6-20=-1560/87 BOTCHORD 13-14=0/454,11-13=0/256,2-13=-70/736,8-9=0/1319,6-8=0/1319 WEBS 2-14=-953/253,3-13=-650/295,3-9=-53/367,9-13=0/786,5-9=-580/208,5-8=0/266 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to4-4-11, Interior(1)4-4-11 to24-6-12 zone;end verticalrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snowloadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding258 lbupliftat joint14and124lbupliftat joint6. 7)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T13 Jack-Closed 3 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:24 Page: 1 ID:SLvfzcAsMf2XvKHH1YkWghyxpI8-tcprwu8zS5KTsoaaoh8U?c430PCtb6VmahP7e8yxo4j DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x10 =5x8 =6x8 =5x6 =4x8 =5x6 =4x4 =4x8 =4x8 2x4 =4x4 =4x4 =6x8 =4x4 =5x6 =4x8 =5x6 =6x8 =5x8 3x10 20 3738391940184142174344164546 4715 48144913505112525354 11 121222322425263 27452829 306 31327338934353610 T1 T3T2 B1 B3B2 5-2-6 31-3-14 5-2-6 15-8-13 5-2-6 10-6-7 5-2-6 20-11-3 5-2-6 26-1-9 5-4-2 5-4-2 5-4-2 36-8-0 5-2-6 31-3-14 5-2-6 15-8-13 5-2-6 10-6-7 5-2-6 26-1-9 5-2-6 20-11-3 5-4-2 5-4-2 5-4-2 36-8-0 Scale=1:59.3 Plate Offsets(X,Y):[12:0-3-8,0-3-0], [19:0-3-8,0-3-0] 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 0.76 Vert(LL)0.3715-16 >999240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.34 Vert(TL)-0.5615-16 >782180 TCDL 10.0 RepStress Incr NO WB 0.78 Horiz(TL)0.09 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:247 lb FT = 20% LUMBER TOPCHORD 2x6SP2400F2.0E BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor4-5-11ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor6-3-15ocbracing. WEBS 1 Rowatmidpt 1-19,10-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=2009/0-6-0,(min.0-1-12),20=2022/0-6-0,(min.0-1-12) MaxUplift11=-1146(LC8),20=-1163(LC8) Max Grav11=2126(LC2),20=2142(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 1-20=-2038/1157,1-21=-2614/1403,21-22=-2614/1403,22-23=-2614/1403,2-23=-2614/1403,2-24=-4294/2302, 24-25=-4294/2302,25-26=-4294/2302,3-26=-4294/2302,3-27=-5137/2750,4-27=-5137/2750,4-5=-5137/2750, 5-28=-5137/2750,28-29=-5137/2750,29-30=-5137/2750,6-30=-5137/2750,6-31=-5142/2754,31-32=-5142/2754, 7-32=-5142/2754,7-33=-4291/2298,8-33=-4291/2298,8-9=-4291/2298,9-34=-2609/1396,34-35=-2609/1396, 35-36=-2609/1396,10-36=-2609/1396,10-11=-2027/1142 BOTCHORD 19-40=-1403/2614,18-40=-1403/2614,18-41=-1403/2614,41-42=-1403/2614,17-42=-1403/2614,17-43=-2302/4294, 43-44=-2302/4294,16-44=-2302/4294,16-45=-2754/5142,45-46=-2754/5142,46-47=-2754/5142,15-47=-2754/5142, 15-48=-2298/4291,14-48=-2298/4291,14-49=-2298/4291,13-49=-2298/4291,13-50=-1396/2609,50-51=-1396/2609, 12-51=-1396/2609 WEBS 1-19=-1695/3159,2-19=-1640/1003,2-17=-1097/2051,3-17=-1008/645,3-16=-547/1029,5-16=-423/335,6-15=-426/338, 7-15=-556/1039,7-13=-1011/649,9-13=-1101/2052,9-12=-1637/1000,10-12=-1688/3154 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; Exp C;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopesless than 0.500/12inaccordancewith IBC1608.3.4. 3)Unbalancedsnow loadshavebeen considered for thisdesign. 4)Provideadequatedrainage toprevent waterponding. 5)This trusshasbeendesigned fora10.0psfbottomchord liveloadnonconcurrent withanyother liveloads. 6)Providemechanicalconnection(byothers)of truss tobearingplatecapableof withstanding1163 lbupliftat joint20and1146 lbupliftat joint11. 7)This truss is designed inaccordance with the2012 InternationalResidential CodesectionsR502.11.1and R802.10.2andreferencedstandardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot23 1904018-12T T14 Flat Girder 1 1 JobReference(optional) Run:8.31 S May222019 Print:8.310 SMay222019MiTekIndustries,Inc.MonJul1515:30:27 Page: 1 ID:RK?f26iPq4iEJ21Ca9Smz3yxpDb-tcprwu8zS5KTsoaaoh8U?c4_TPDUb25mahP7e8yxo4j Continuedonpage 2 DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8)Hanger(s)orother connectiondevice(s) shallbeprovided sufficientto support concentratedload(s)107lbdownand92 lbupat0-6-12,113lbdownand92 lbupat2-1-4, 113 lbdownand92 lbupat4-1-4,113 lbdownand92 lbupat6-1-4,113 lbdownand92lbupat8-1-4,113 lbdownand92 lbupat10-1-4,113 lbdownand92 lbupat 12-1-4,113 lbdownand92 lbupat14-1-4,113 lbdownand92 lbupat16-1-4,113 lbdownand92lbupat18-1-4,113 lbdownand92 lbupat20-1-4,113 lbdownand92 lbupat22-1-4,113 lbdownand92 lbupat24-1-4,113 lbdownand92 lbupat26-1-4,113 lbdownand92 lbupat28-1-4,113 lbdownand92 lbupat30-1-4,113 lbdown and92lbupat32-1-4,and113 lbdownand92 lbupat34-1-4,and104 lbdownand95lbupat36-1-4on top chord,and47 lbdownand19lbupat0-6-12,39 lbdownand 24 lbupat2-1-4,39 lbdownand24 lbupat4-1-4,39 lbdownand24 lbupat6-1-4,39 lbdownand24 lbupat8-1-4,39 lbdownand24lbupat10-1-4,39 lbdownand 24 lbupat12-1-4,39 lbdownand24 lbupat14-1-4,39 lbdownand24 lbupat16-1-4,39 lbdownand24 lbupat18-1-4,39 lbdownand24 lbupat20-1-4,39 lbdown and24lbupat22-1-4,39 lbdownand24lbupat24-1-4,39 lbdownand24lbupat26-1-4,39 lbdownand24 lbupat28-1-4,39 lbdownand24lbupat30-1-4,39 lb downand24 lbupat32-1-4,and39 lbdownand24 lbupat34-1-4,and47 lbdownand19 lbupat36-1-4onbottom chord.Thedesign/selectionofsuch connectiondevice (s) istheresponsibilityofothers. 9)In theLOAD CASE(S) section, loadsappliedto the faceof the trussarenotedasfront(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-10=-61,11-20=-20 ConcentratedLoads(lb) Vert:4=-32(B),7=-32(B),13=-23(B),8=-32(B),21=-49(B),22=-32(B),23=-32(B),24=-32(B),25=-32(B),26=-32(B),27=-32(B),28=-32(B),29=-32(B), 30=-32(B),31=-32(B),32=-32(B),33=-32(B),34=-32(B),35=-32(B),36=-49(B),37=-29(B),38=-23(B),39=-23(B),40=-23(B),41=-23(B),42=-23(B), 43=-23(B),44=-23(B),45=-23(B),46=-23(B),47=-23(B),48=-23(B),49=-23(B),50=-23(B),51=-23(B),52=-23(B),53=-23(B),54=-29(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T14 FlatGirder 1 1 Job Reference(optional) Run:8.31SMay222019Print:8.310SMay222019MiTek Industries, Inc.Mon Jul1515:30:27 Page: 2 ID:RK?f26iPq4iEJ21Ca9Smz3yxpDb-tcprwu8zS5KTsoaaoh8U?c4_TPDUb25mahP7e8yxo4j DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 =5x6 =5x6 =4x4 =3x6 =4x4 =3x4 =3x6 =3x8 1.5x4 =3x6 =3x4 =4x4 =3x6 =4x4 =5x6 =5x6 3x4 18 1716 15 1413 12 11 10 1 192 3 4 5 6 7 820 9 T1 T3T2 B1 B3B2 6-0-12 18-4-0 6-0-12 12-3-4 6-0-12 30-5-8 6-0-12 24-4-12 6-2-8 6-2-8 6-2-8 36-8-0 6-0-12 18-4-0 6-0-12 12-3-4 6-0-12 30-5-8 6-0-12 24-4-12 6-2-8 36-8-0 6-2-8 6-2-8 Scale=1:59.3 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 0.44 Vert(LL)0.1614 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(TL)-0.4212-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.68 Horiz(TL)0.0910n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:176 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor3-4-5ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor8-6-13ocbracing. WEBS 1Rowatmidpt 1-18,9-10 MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=1470/0-6-0,(min.0-2-5),18=1470/0-6-0,(min.0-2-5) Max Uplift10=-306(LC12),18=-306(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-18=-1414/335,1-19=-1452/302,2-19=-1452/302,2-3=-2282/475,3-4=-2564/533,4-5=-2564/533,5-6=-2564/533, 6-7=-2282/475,7-8=-2282/475,8-20=-1452/302,9-20=-1452/302,9-10=-1414/335 BOTCHORD 16-17=-302/1452,15-16=-302/1452,14-15=-475/2282,13-14=-475/2282,12-13=-475/2282,11-12=-302/1452 WEBS 9-11=-397/1907,2-17=-1127/343,1-17=-397/1907,2-15=-229/1102,3-15=-606/221,3-14=-78/375,5-14=-373/177, 6-14=-78/375,6-12=-606/221,8-12=-229/1102,8-11=-1127/343 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-9-12, Interior(1)3-9-12 to36-6-4 zone;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 3)Provideadequatedrainage toprevent waterponding. 4)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 5)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding306 lbupliftat joint18and306lbupliftat joint10. 6)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T15 Flat 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:28 Page: 1 ID:_V4Qgqj52tIJOySLVozTNnyxpCH-mN3MmGBTWJqvLQuM1WCQ9SElR0XEXubMVJNLnvyxo4f DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 =5x6 =5x6 =3x4 =3x6 =3x6 =3x4 =3x4 1.5x4 =3x10 =3x6 =3x6 =3x4 =5x6 =5x6 3x4 16 15 14 13 12 11 10 9 1 17 2 3 4 5 6 7 18 8 T1 T3T2 B1 B3B2 7-3-5 29-2-15 7-3-5 14-8-6 7-3-5 21-11-10 7-5-1 7-5-1 7-5-1 36-8-0 7-3-5 29-2-15 7-3-5 14-8-6 7-3-5 21-11-10 7-5-1 36-8-0 7-5-1 7-5-1 Scale=1:59.2 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 0.67 Vert(LL)0.1212-13 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.58 Vert(TL)-0.3512-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.64 Horiz(TL)0.079n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:183 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor3-7-11ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor9-3-2ocbracing. WEBS 1Rowatmidpt 1-16,8-9,2-15,4-12,7-10 MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)9=1470/0-6-0,(min.0-2-5),16=1470/0-6-0,(min.0-2-5) Max Uplift9=-306(LC12),16=-306(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-16=-1405/341,1-17=-1317/274,2-17=-1317/274,2-3=-1935/402,3-4=-1935/402,4-5=-1934/402,5-6=-1934/402, 6-7=-1934/402,7-18=-1317/274,8-18=-1317/274,8-9=-1405/341 BOTCHORD 14-15=-274/1317,13-14=-274/1317,12-13=-402/1935,11-12=-274/1317,10-11=-274/1317 WEBS 8-10=-370/1780,2-15=-1060/350,1-15=-370/1780,2-13=-176/846,4-13=-434/205,5-12=-434/205,7-12=-175/845, 7-10=-1060/350 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-9-12, Interior(1)3-9-12 to36-6-4 zone;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 3)Provideadequatedrainage toprevent waterponding. 4)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 5)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding306 lbupliftat joint16and306lbupliftat joint9. 6)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T16 Flat 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:28 Page: 1 ID:lacIVBDR9naMRPgQzdjJ4dyxpBd-mN3MmGBTWJqvLQuM1WCQ9SEhm0XfXvHMVJNLnvyxo4f DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 =5x6 =5x6 =3x4 =3x6 =3x4 =3x4 =3x6 =3x6 1.5x4 =3x10 =3x6 =3x4 =5x6 =5x6 3x4 16 15 1413 12 11 10 9 1 17 2 34 5 6 7 18 8 T1 T3T2 B1 B1B2 7-3-529-2-157-3-514-8-6 7-3-521-11-107-4-137-5-1 7-4-1336-7-12 0-0-4 0-0-4 0-0-4 36-8-0 7-3-5 29-2-15 7-3-5 14-8-6 7-3-5 21-11-10 7-5-1 7-5-1 7-5-1 36-8-0 Scale=1:63.1 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 0.59 Vert(LL)0.10 11-14 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.52 Vert(TL)-0.29 11-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.71 Horiz(TL)0.069n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:199 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-1-1ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 8-9,1-16,2-15,4-14,4-11,5-11, 7-10 MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)9=1470/0-6-0,(min.0-2-5),16=1470/0-6-0,(min.0-2-5) Max Uplift9=-306(LC12),16=-306(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-17=-1080/225,2-17=-1080/225,2-3=-1586/330,3-4=-1586/330,4-5=-1585/330,5-6=-1585/330,6-7=-1585/330, 7-18=-1080/225,8-18=-1080/225,8-9=-1405/341,1-16=-1405/341 BOTCHORD 14-15=-225/1080,13-14=-330/1586,12-13=-330/1586,11-12=-330/1586,10-11=-225/1080 WEBS 8-10=-336/1618,2-15=-1061/350,1-15=-336/1618,2-14=-160/768,4-14=-434/205,5-11=-434/205,7-11=-159/767, 7-10=-1061/350 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)15-1-12 to18-9-12, Interior(1)18-9-12to51-6-4zone;C-Cformembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 3)Provideadequatedrainage toprevent waterponding. 4)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 5)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding306 lbupliftat joint9and306 lbupliftat joint16. 6)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T17 HalfHip 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:28 Page: 1 ID:PQOh9wnHKwNqyUBGfHY5xKyxpAv-mN3MmGBTWJqvLQuM1WCQ9SEi70YbXt3MVJNLnvyxo4f DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 5x6 =6x6 =6x6 =5x6 =3x4 =3x6 =3x4 =3x4 =3x6 =3x6 =3x4 =3x4 =6x8 1.5x4 =3x8 =6x8 =5x6 5x6 =3x4 20 19 18 1716 1514 13 12 11 1 103224567823242129 T2 T4T3 B1 B3B2 1-2-0 36-8-0 3-0-035-6-03-1-1519-4-0 3-3-1522-7-15 3-4-232-6-03-4-03-4-0 6-4-29-8-2 6-5-1429-1-146-5-1416-2-1 1-0-4 36-8-0 3-2-43-2-4 6-5-1429-1-146-5-1422-7-156-5-1416-2-16-5-149-8-2 6-5-1435-7-12 Scale=1:64.4 Plate Offsets(X,Y):[2:0-3-0,0-2-7], [9:0-4-0,0-1-15], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.12 14-16 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.50 Vert(TL)-0.29 14-16 >999180 TCDL 10.0 RepStress Incr YES WB 0.75 Horiz(TL)0.06 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:255 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-1-1ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-19,9-12,1-20,10-11,3-18,4-16, 4-14,6-13,7-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=1458/0-6-0,(min.0-2-11),20=1439/0-6-0,(min.0-2-9) Max Horiz20=52(LC16) Max Uplift11=-283(LC13),20=-249(LC13) Max Grav11=1720(LC37),20=1627(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-2=-557/111,2-21=-1279/246,3-21=-1282/246,3-22=-1556/299,4-22=-1556/299,4-5=-1489/283,5-6=-1489/283, 6-23=-1085/196,7-23=-1085/196,7-24=-1085/196,8-24=-1085/196,8-9=-1085/197,1-20=-1608/257,10-11=-1569/201 BOTCHORD 18-19=-115/514,17-18=-242/1279,16-17=-242/1279,15-16=-297/1556,14-15=-297/1556,13-14=-280/1489 WEBS 1-19=-214/1442,2-19=-1252/268,2-18=-251/1413,9-13=-303/1673,9-12=-1635/353,10-12=-222/1548,3-18=-1054/292, 3-16=-107/519,4-16=-302/166,6-14=0/320,6-13=-733/157,7-13=-638/201 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)15-1-12 to23-6-4, Interior(1)23-6-4 to50-6-0,Exterior(2)50-6-0 to51-6-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding249 lbupliftat joint20and283lbupliftat joint11. 8)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T18 Hip 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:29 Page: 1 ID:913QAPDVuhcmUtkofsd9Jjyxp5A-EackzbC5HdymyaTYbEjfifnrEQu5GKmWkz7uJLyxo4e DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 5x6 =4x6 =6x6 =4x4 =3x4 =3x6 =3x8 1.5x4 =3x6 =3x6 =3x4 =5x6 =6x6 =5x6 5x6 3x4 17 16 15 14 1312 11 10 9 1 18 8 19 26322423562421202572 T2 T3 B1 B1B2 6-5-1012-9-10 6-5-1032-6-06-7-619-5-0 6-7-626-0-66-4-06-4-0 4-2-036-8-0 4-0-436-8-06-2-46-2-4 6-7-632-7-126-7-626-0-66-7-619-5-06-7-612-9-10 Scale=1:69.5 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 0.77 Vert(LL)-0.11 13 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.42 Vert(TL)-0.2413-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.73 Horiz(TL)0.059n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:249 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-0-10ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 2-16,7-11,7-10,1-17,8-9,3-15, 4-13,6-11 MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)9=1426/0-6-0,(min.0-2-9),17=1411/0-6-0,(min.0-2-7) Max Horiz17=78(LC16) Max Uplift9=-226(LC12),17=-196(LC13) Max Grav9=1652(LC37),17=1567(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-18=-895/157,18-19=-861/166,2-19=-848/184,2-20=-1335/273,20-21=-1335/272,3-21=-1338/272,3-22=-1453/280, 4-22=-1453/280,4-23=-1453/280,5-23=-1453/280,5-6=-1453/280,6-24=-1227/250,24-25=-1224/250,7-25=-1222/250, 7-26=-571/139,8-26=-622/137,1-17=-1515/281,8-9=-1624/295 BOTCHORD 15-16=-148/786,14-15=-232/1335,13-14=-232/1335,12-13=-197/1224,11-12=-197/1224,10-11=-79/562 WEBS 1-16=-156/1310,2-16=-925/210,2-15=-206/1110,7-11=-240/1337,7-10=-1213/253,8-10=-197/1433,3-15=-833/257, 4-13=-464/184,6-13=-95/454,6-11=-1024/290 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)15-1-12 to18-9-12, Interior(1)18-9-12to21-4-0,Exterior(2)21-4-0 to26-6-4, Interior(1)26-6-4to47-6-0,Exterior(2)47-6-0 to51-6-4 zone;C-C formembers and forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 7)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding196 lbupliftat joint17and226lbupliftat joint9. 8)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T19 Hip 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:29 Page: 1 ID:TGg3dVlXDOUtbFN01KuiQIyxp3C-EackzbC5HdymyaTYbEjfifnr2QvNGK5Wkz7uJLyxo4e DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 2x4 5x6 =4x6 =5x6 =4x6 =3x4 =3x6 =3x8 1.5x4 =3x6 =3x6 =3x4 =5x6 =5x6 =6x6 6x6 3x4 17 16 15 14 1312 11 10 9 1 8 18 2 19 203 2145 622 7 T2 T3 B1 B1B2 5-7-05-7-0 6-10-233-3-06-10-212-5-2 6-11-1419-5-0 6-11-1426-4-14 3-5-036-8-0 3-3-436-8-05-5-45-5-4 6-11-1419-5-0 6-11-1433-4-126-11-1426-4-146-11-1412-5-2 Scale=1:68 Plate Offsets(X,Y):[2:0-3-0,0-2-0], [7:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.11 13 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(TL)-0.25 13-15 >999180 TCDL 10.0 RepStress Incr YES WB 0.72 Horiz(TL)0.059n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:246 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-8-6ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-16,7-10,1-17,8-9,3-15,4-13, 6-11,7-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)9=1434/0-6-0,(min.0-2-10),17=1418/0-6-0,(min.0-2-8) Max Horiz17=73(LC16) Max Uplift9=-242(LC12),17=-209(LC13) Max Grav9=1666(LC37),17=1580(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-18=-825/155,2-18=-761/171,2-19=-1336/266,19-20=-1336/266,3-20=-1336/266,3-21=-1458/276,4-21=-1458/276, 4-5=-1458/276,5-6=-1458/276,6-22=-1214/241,7-22=-1214/241,7-8=-528/117,1-17=-1538/276,8-9=-1648/285 BOTCHORD 15-16=-142/726,14-15=-239/1336,13-14=-239/1336,12-13=-203/1214,11-12=-203/1214,10-11=-70/483 WEBS 1-16=-167/1324,2-16=-986/222,7-10=-1290/272,8-10=-212/1475,3-15=-846/267,2-15=-214/1161,4-13=-442/194, 6-13=-99/457,6-11=-1038/301,7-11=-252/1392 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)15-1-12 to18-9-12, Interior(1)18-9-12 to20-7-0,Exterior(2)20-7-0 to25-9-4, Interior(1)25-9-4 to48-3-0,Exterior(2)48-3-0to51-6-4zone;C-C formembers and forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding209 lbupliftat joint17and242lbupliftat joint9. 8)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T20 PiggybackBase 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:30 Page: 1 ID:efNeV355d?0vyYWOgCOHYCyxp2m-imA6BxDj2w4daj2k9xEuEtK0MpFF?nNfydsRsnyxo4d DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x5 5x6 =8x8 2x4 4x6 =4x4 =5x6 =5x6 =3x4 =5x8 2x4 3x4 =3x6 =3x4 =5x8 =3x6 =3x4 =5x6 =5x6 =6x6 6x6 3x4 22 21 16 1514 13 12 11 19 18 1720 1 102 23 3 24 425 5266727 828 9 T2 T3 B1 B5 B6 B3 2-4-42-4-4 3-2-125-7-0 4-7-810-2-8 4-9-414-11-12 5-11-1520-11-11 6-1-1127-1-5 6-1-1133-3-0 3-5-036-8-0 1-8-522-8-02-6-02-6-0 2-11-45-5-4 3-3-436-8-04-5-527-1-54-9-410-2-8 4-7-814-10-0 6-1-1120-11-11 6-3-733-4-12 Scale=1:68 Plate Offsets(X,Y):[3:0-3-0,0-2-0], [9:0-3-0,0-2-0], [17:0-2-8,0-2-8], [20:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.135>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.39 Vert(TL)-0.28 15-16 >999180 TCDL 10.0 RepStress Incr YES WB 0.72 Horiz(TL)0.09 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:291 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W3,W8:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-4-6ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt2-20,5-17 WEBS 1 Rowatmidpt 3-19,9-12,1-22,10-11,4-18,7-15, 8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=1434/0-6-0,(min.0-2-10),22=1418/0-6-0,(min.0-2-8) Max Horiz22=73(LC16) Max Uplift11=-242(LC12),22=-209(LC13) Max Grav11=1669(LC37),22=1582(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-2=-472/103,2-23=-883/200,3-23=-844/209,3-24=-1292/266,4-24=-1292/266,4-25=-1549/296,5-25=-1549/296, 5-26=-1547/297,6-26=-1547/297,6-7=-1547/297,7-27=-1430/270,8-27=-1430/270,8-28=-1156/233,9-28=-1156/233, 9-10=-529/118,1-22=-1542/284,10-11=-1647/287 BOTCHORD 2-20=-1240/214,19-20=-119/413,18-19=-156/788,17-18=-234/1292,5-17=-420/155,14-15=-192/1156, 13-14=-192/1156,12-13=-70/480 WEBS 1-20=-225/1358,2-19=-153/1060,3-19=-944/197,4-17=-124/602,9-13=-251/1396,9-12=-1291/267,10-12=-211/1465, 4-18=-983/254,3-18=-213/1208,7-15=-599/221,15-17=-247/1359,8-15=-116/570,8-13=-1093/294 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)15-1-12 to18-9-12, Interior(1)18-9-12 to20-7-0,Exterior(2)20-7-0 to25-9-4, Interior(1)25-9-4 to48-3-0,Exterior(2)48-3-0to51-6-4zone;C-C formembers and forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding209 lbupliftat joint22and242lbupliftat joint11. 8)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T21 PiggybackBase 4 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:31 Page: 1 ID:Xzg0T3YxggpWWOQhvB4B5Dyxp2A-imA6BxDj2w4daj2k9xEuEtK2OpF2?nNfydsRsnyxo4d DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x5 5x6 =8x8 1.5x4 4x4 =4x4 =5x6 =4x4 =3x4 =4x8 1.5x4 3x4 =3x4 =3x4 =3x4 =4x8 =3x4 =5x6 =5x6 =3x8 3x4 1.5x4 22 21 16 1514 13 12 11 19 18 1720 1 23 2 24 10 3 25 4 5266727 828 9 T2 T3 B1 B5 B6 B3 0-6-0 2-4-42-4-4 3-2-125-7-0 4-7-810-2-8 4-9-414-11-12 5-11-1520-11-11 6-1-1127-1-5 6-1-1133-3-0 1-1-0 34-4-0 0-11-4 34-4-0 2-6-02-6-0 2-7-1120-11-112-11-45-5-4 3-6-018-4-04-9-410-2-8 4-7-814-10-0 6-1-1127-1-5 6-3-733-4-12 Scale=1:68.7 Plate Offsets(X,Y):[3:0-3-0,0-2-0], [9:0-3-0,0-2-0], [17:0-2-4,0-2-0], [20:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.115>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.36 Vert(TL)-0.23 14-16 >999180 TCDL 10.0 RepStress Incr YES WB 0.95 Horiz(TL)0.07 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:287 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W3,W8:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-9-2ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt2-20,5-17 WEBS 1 Rowatmidpt 3-19,9-12,1-22,10-12,4-18,7-14, 8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=-196/0-6-0,(min.0-2-10),12=1575/0-6-0,(min.0-2-10), 22=1295/0-6-0,(min.0-2-4) Max Horiz22=100(LC16) Max Uplift11=-264(LC7),12=-250(LC13),22=-184(LC13) Max Grav11=-32(LC13),12=1917(LC37),22=1435(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-23=-428/91,2-23=-410/99,2-24=-796/179,3-24=-757/190,3-25=-1145/231,4-25=-1145/231,4-5=-1334/261, 5-26=-1332/262,6-26=-1332/262,6-7=-1332/262,7-27=-1153/221,8-27=-1153/221,8-28=-798/151,9-28=-798/151, 1-22=-1397/270 BOTCHORD 2-20=-1117/174,19-20=-165/374,18-19=-176/709,17-18=-224/1145,5-17=-420/154,13-14=-145/798 WEBS 1-20=-216/1228,2-19=-124/948,3-19=-836/172,4-17=-90/441,7-17=-87/339,9-13=-277/1552,9-12=-1687/352, 4-18=-838/223,3-18=-178/1047,7-14=-702/241,14-17=-215/1092,8-14=-146/741,8-13=-1241/318 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)15-1-12 to18-6-15, Interior(1)18-6-15 to20-7-0,Exterior(2)20-7-0 to25-2-8, Interior(1)25-2-8 to48-3-0,Exterior(2)48-3-0to49-2-4zone;C-C formembers and forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding184 lbupliftat joint22,250 lbupliftat joint12and264 lbupliftat joint11. 8)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T22 PiggybackBase 2 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:31 Page: 1 ID:7CZ9YT71NQsiGm4wjGxR1Kyxp1Q-AykUOHEMoECUCtdxjfm7n4sDPDcukB8oBGc?OEyxo4c DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x6 6x6 =8x8 2x4 5x6 =5x6 =5x6 =5x6 =4x4 =5x8 2x4 3x4 =3x6 =3x4 =5x8 =3x4 =4x4 =3x6 =5x6 =3x4 3x4 =4x6 5x6 3x4 2423 18 17 1615 14 13 12 21 20 1922 1133 3231110 2 25 3 26 427 5286729 830 9T2T3 B1 B5 B6 B3 2-4-42-4-4 3-2-125-7-0 4-7-810-2-8 4-9-414-11-12 5-0-838-3-85-11-1520-11-11 6-1-1127-1-5 6-1-1133-3-0 5-0-843-4-0 2-2-1129-4-02-6-02-6-0 2-11-45-5-4 4-0-1233-4-124-9-410-2-8 4-7-814-10-0 4-10-1238-3-8 5-0-843-4-06-1-1127-1-56-1-1120-11-11 Scale=1:76.1 Plate Offsets(X,Y):[3:0-3-0,0-2-0], [9:0-3-0,0-2-0], [17:0-3-0,0-2-0], [19:0-2-0,0-3-0], [22:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.165>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.52 Vert(TL)-0.35 17-18 >999180 TCDL 10.0 RepStress Incr YES WB 0.81 Horiz(TL)0.1312n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:321 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W3,W17,W8:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-5-4ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt2-22,5-19 WEBS 1 Rowatmidpt 3-21,7-19,9-14,1-24,11-12,4-20, 7-17,8-16,10-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)12=1648/0-6-0,(min.0-2-11),24=1676/0-6-0,(min.0-2-15) Max Horiz24=-140(LC17) Max Uplift12=-195(LC12),24=-245(LC13) Max Grav12=1722(LC2),24=1866(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-2=-558/108,2-25=-1051/236,3-25=-1012/244,3-26=-1575/334,4-26=-1575/334,4-27=-1966/390,5-27=-1966/390, 5-28=-1963/391,6-28=-1963/391,6-7=-1963/391,7-29=-1965/402,8-29=-1965/402,8-30=-1847/397,9-30=-1847/397, 9-10=-1509/345,10-31=-1004/212,31-32=-1005/209,32-33=-1033/197,11-33=-1061/189,1-24=-1823/299, 11-12=-1676/313 BOTCHORD 2-22=-1478/302,21-22=-76/490,20-21=-131/941,19-20=-225/1575,5-19=-420/155,16-17=-238/1847,15-16=-150/1329, 14-15=-150/1329,13-14=-143/924 WEBS 1-22=-236/1609,2-21=-204/1276,3-21=-1154/240,4-19=-183/913,9-16=-211/1068,9-14=-580/176,4-20=-1264/307, 3-20=-271/1521,7-17=-401/189,17-19=-273/1876,8-17=-76/263,8-16=-809/259,10-14=-125/800,10-13=-1043/240, 11-13=-226/1465 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)15-1-12 to19-5-12, Interior(1)19-5-12 to20-7-0,Exterior(2)20-7-0 to26-8-9, Interior(1)26-8-9 to48-3-0,Exterior(2)48-3-0to54-4-9, Interior(1)54-4-9 to 58-2-4zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding245 lbupliftat joint24and195lbupliftat joint12. 8)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T23 PiggybackBase 2 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:32 Page: 1 ID:cTEE13zJ7dYw2MsBGFgdKuyxp0L-e9ItbdE_ZYKKp1C7GMHMJIPOedvUTfayQwLYwgyxo4b DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 5x6 =5x6 =5x6 =5x6 =3x4 =3x6 =3x8 1.5x4 =3x6 =3x4 =4x4 =3x6 =5x6 =3x4 3x4 =4x6 5x6 3x4 19 18 17 16 15 1413 12 11 10 928 272618 20 2 21 223 2345 62425 7T2T3 B1 B3B2 5-0-838-3-85-7-05-7-0 6-10-233-3-06-10-212-5-2 6-11-1419-5-0 6-11-1426-4-14 5-0-843-4-0 4-10-1238-3-8 5-0-843-4-05-5-45-5-4 6-11-1419-5-0 6-11-1433-4-126-11-1426-4-146-11-1412-5-2 Scale=1:74.4 Plate Offsets(X,Y):[2:0-3-0,0-2-0], [7:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.14 14-15 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.57 Vert(TL)-0.32 14-15 >999180 TCDL 10.0 RepStress Incr YES WB 0.67 Horiz(TL)0.0910n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:276 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W9:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 2-18,7-12,1-19,9-10,3-17,2-17, 4-15,6-14,8-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=1648/Mechanical,(min.0-1-8),19=1676/Mechanical, (min.0-1-8) Max Horiz19=-140(LC17) Max Uplift10=-195(LC12),19=-245(LC13) Max Grav10=1722(LC2),19=1864(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-20=-978/200,2-20=-914/215,2-21=-1650/352,21-22=-1650/352,3-22=-1650/352,3-23=-1951/399,4-23=-1951/399, 4-5=-1951/399,5-6=-1951/399,6-24=-1886/400,24-25=-1886/400,7-25=-1886/400,7-8=-1508/344,8-26=-1002/212, 26-27=-1010/209,27-28=-1030/197,9-28=-1060/189,1-19=-1821/358,9-10=-1676/314 BOTCHORD 17-18=-119/865,16-17=-238/1650,15-16=-238/1650,14-15=-247/1886,13-14=-150/1330,12-13=-150/1330, 11-12=-143/922 WEBS 1-18=-220/1579,2-18=-1201/268,7-12=-578/181,3-17=-1129/320,2-17=-276/1494,3-15=-120/563,4-15=-442/194, 6-14=-756/266,7-14=-211/1058,8-12=-126/806,8-11=-1043/238,9-11=-226/1461 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)15-1-12 to19-5-12, Interior(1)19-5-12 to20-7-0,Exterior(2)20-7-0 to26-8-9, Interior(1)26-8-9 to48-3-0,Exterior(2)48-3-0to54-4-9, Interior(1)54-4-9 to 58-2-4zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding245 lbupliftat joint19and195lbupliftat joint10. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T24 PiggybackBase 2 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:32 Page: 1 ID:RRBn_Zf4i8kqO7j85jC_8vyxp?S-e9ItbdE_ZYKKp1C7GMHMJIPMLdvmThfyQwLYwgyxo4b DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 6x6 =5x6 =6x6 =5x6 =3x4 =3x6 =3x8 1.5x4 =3x6 =3x4 =4x4 =3x6 =6x6 =3x4 3x4 =4x6 5x6 3x4 19 18 1716 15 1413 12 11 10 9 27 261208 21 3 23424 5625222 7T2T3 B1 B1B2 6-0-013-3-4 6-0-031-6-126-1-1219-5-0 6-1-1225-6-12 5-10-1037-5-67-3-47-3-4 5-10-1043-4-0 5-8-1437-5-6 5-10-1043-4-06-1-1213-3-4 6-1-1219-5-0 6-1-1231-8-86-1-1225-6-127-1-87-1-8 Scale=1:74.4 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 0.85 Vert(LL)-0.1314-15 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(TL)-0.2914-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.69 Horiz(TL)0.0810n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:285 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T1:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W9:2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 2-18,2-17,7-12,1-19,9-10,3-17, 4-15,6-15,6-14,8-11 MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)10=1632/Mechanical,(min.0-1-8),19=1658/Mechanical, (min.0-1-8) Max Horiz19=-153(LC17) Max Uplift10=-166(LC12),19=-207(LC13) Max Grav10=1722(LC2),19=1825(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-20=-1151/219,20-21=-1110/231,2-21=-1096/252,2-22=-1616/363,3-22=-1619/362,3-23=-1873/399,4-23=-1873/399, 4-24=-1873/399,5-24=-1873/399,5-6=-1873/399,6-25=-1812/404,7-25=-1809/404,7-8=-1568/361,8-26=-1085/231, 26-27=-1117/214,9-27=-1165/213,1-19=-1764/364,9-10=-1670/315 BOTCHORD 17-18=-128/1010,16-17=-210/1616,15-16=-210/1616,14-15=-206/1809,13-14=-150/1382,12-13=-150/1382, 11-12=-151/1002 WEBS 1-18=-202/1541,2-18=-1037/246,2-17=-248/1341,7-14=-193/945,7-12=-467/163,3-17=-1079/291,3-15=-109/554, 4-15=-492/171,6-14=-718/246,9-11=-219/1450,8-12=-111/694,8-11=-934/235 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)15-1-12 to19-5-12, Interior(1)19-5-12to22-3-4,Exterior(2)22-3-4 to28-3-4, Interior(1)28-3-4to46-6-12,Exterior(2)46-6-12to52-5-6, Interior(1)52-5-6 to 58-2-4zone;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 7)Refer togirder(s) fortruss to truss connections. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding207 lbupliftat joint19and166lbupliftat joint10. 9)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T25 Hip 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:33 Page: 1 ID:XIO9Od5n7CAAdA9yx9pMKVyxoyI-6LsFpzFcKrSBRBnJq4obsVyVj1FtC8c5fa55S6yxo4a DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 6x6 =6x6 =6x6 =5x6 =3x4 =3x6 =3x6 =3x8 1.5x4 =3x4 =4x6 =3x6 =MT18HS3x10 =6x6 =4x4 4x4 =5x6 5x6 3x4 20 19 18 17 16 1514 13 12 11 10 25 91 3 4 5 23 624 722212 8 T2 T4T3 B1 B3B2 4-3-44-3-4 4-2-1438-9-107-6-034-6-127-6-011-9-4 7-7-1219-5-0 7-7-1227-0-12 4-6-643-4-0 4-1-238-9-104-1-84-1-8 4-6-643-4-07-7-1219-5-0 7-7-1234-8-87-7-1227-0-127-7-1211-9-4 Scale=1:74.4 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 0.93 Vert(LL)-0.1515-16 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(TL)-0.3815-16 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.89 Horiz(TL)0.09 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:268 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T4,T3:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W9:2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 2-19,3-18,5-16,6-15,8-13,1-20, 10-11,9-12 MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=1659/Mechanical,(min.0-1-8),20=1691/Mechanical,(min. 0-1-8) Max Horiz20=-127(LC17) Max Uplift11=-218(LC12),20=-274(LC13) Max Grav11=1741(LC37),20=1902(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-810/173,2-21=-1723/340,21-22=-1725/340,3-22=-1728/339,3-4=-2081/395,4-5=-2081/395,5-23=-2081/395, 6-23=-2081/395,6-24=-2009/395,7-24=-2009/395,7-8=-2008/395,8-9=-1442/321,9-25=-968/199,10-25=-1001/186, 1-20=-1878/347,10-11=-1698/313 BOTCHORD 18-19=-103/739,17-18=-263/1725,16-17=-263/1725,15-16=-286/2009,14-15=-158/1298,13-14=-158/1298, 12-13=-133/869 WEBS 1-19=-243/1667,2-19=-1377/299,2-18=-310/1679,3-18=-1200/346,3-16=-131/602,5-16=-444/211,6-15=-821/286, 8-15=-236/1210,8-13=-722/205,9-13=-145/945,9-12=-1126/232,10-12=-226/1477 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)15-1-12 to25-4-13, Interior(1)25-4-13to49-6-12,Exterior(2)49-6-12 to55-8-5,Interior(1)55-8-5 to58-2-4 zone;C-C formembersand forces&MWFRS for reactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Refer togirder(s) fortruss to truss connections. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding274 lbupliftat joint20and218lbupliftat joint11. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T26 Hip 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:33 Page: 1 ID:ucqAHPBExrWOQ?2FC2RT_Uyxowu-6LsFpzFcKrSBRBnJq4obsVyUZ1E4C5U5fa55S6yxo4a DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 MT18HS3x10 5x6 =5x6 =6x6 =6x6 =3x5 =3x6 =3x5 =3x4 =3x6 1.5x4 =3x8 =3x6 =3x6 =3x4 =5x6 =6x6 =5x6 5x6 3x4 20 19 18 1716 15 1413 12 11 10 261322456237824212592T2T4T3 B1 B3B2 1-3-41-3-4 7-2-137-6-127-2-18-5-5 7-3-1315-9-2 7-3-1323-0-14 7-3-1330-4-11 5-9-443-4-0 1-1-8 1-1-8 5-7-843-4-07-3-1337-8-87-3-1323-0-147-3-1315-9-27-3-138-5-5 7-3-1330-4-11 Scale=1:74.4 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 0.91 Vert(LL)-0.1815-16 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.64 Vert(TL)-0.4515-16 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.89 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:255 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W7:2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor9-5-14ocbracing. WEBS 1Rowatmidpt 2-19,9-12,1-20,10-11,3-18,4-16, 6-15,8-13 MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=1686/Mechanical,(min.0-1-8),20=1724/Mechanical,(min. 0-1-8) Max Horiz20=-100(LC17) Max Uplift11=-267(LC12),20=-337(LC13) Max Grav11=1796(LC37),20=1968(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-21=-1561/294,3-21=-1564/294,3-22=-2175/429,4-22=-2175/429,4-5=-2339/465,5-6=-2339/465,6-23=-2339/465, 7-23=-2339/465,7-8=-2339/465,8-24=-2053/401,24-25=-2050/401,9-25=-2049/402,9-26=-1143/227,10-26=-1207/211, 1-20=-1879/256,10-11=-1753/319 BOTCHORD 18-19=-22/260,17-18=-257/1561,16-17=-257/1561,15-16=-383/2175,14-15=-335/2050,13-14=-335/2050, 12-13=-159/1079 WEBS 1-19=-278/1863,2-19=-1869/413,2-18=-390/2064,9-13=-297/1542,9-12=-1037/255,10-12=-229/1579,3-18=-1434/390, 3-16=-213/988,4-16=-617/251,4-15=-64/257,6-15=-440/208,8-15=-116/538,8-13=-1049/319 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)15-1-12 to22-4-13, Interior(1)22-4-13to52-6-12,Exterior(2)52-6-12 to58-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Refer togirder(s) fortruss to truss connections. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding337 lbupliftat joint20and267lbupliftat joint11. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T27 Hip 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:33 Page: 1 ID:J?5bctr6DRJkuIAeMOP7Atyxow2-6LsFpzFcKrSBRBnJq4obsVyUn1EwC5b5fa55S6yxo4a DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =3x5 =6x6 =6x6 =4x6 =4x6 =3x4 =3x6 =4x6 =3x8 1.5x4 =3x4 =3x5 =3x6 =3x6 =3x5 =5x6 =6x6 =6x6 6x6 =3x4 20 19 1817 16 1514 13 12 11 10 1 212 2234 5 623 7 824 9T1T2T1 B1 B3B2 6-7-640-6-126-9-227-2-4 6-9-233-11-66-9-213-8-0 6-9-220-5-26-10-146-10-14 2-9-443-4-0 2-7-843-4-06-9-233-11-66-9-227-2-46-9-213-8-0 6-9-220-5-2 6-9-240-8-86-10-146-10-14 Scale=1:74.4 Plate Offsets(X,Y):[11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.21 15-16 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.71 Vert(TL)-0.51 15-16 >999180 TCDL 10.0 RepStress Incr YES WB 0.85 Horiz(TL)0.12 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:234 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W6,W5,W3:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-10-13ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor8-4-10ocbracing. WEBS 1 Rowatmidpt 1-20,10-11,9-12,2-19,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=1713/Mechanical,(min.0-1-8),20=1738/Mechanical,(min. 0-1-8) Max Horiz20=-49(LC17) Max Uplift11=-317(LC12),20=-365(LC12) Max Grav11=1874(LC34),20=1980(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-20=-1918/398,1-21=-1569/296,2-21=-1569/296,2-22=-2378/475,3-22=-2378/475,3-4=-2698/550,4-5=-2698/550, 5-6=-2698/550,6-23=-2588/520,7-23=-2588/520,7-8=-2588/520,8-24=-1983/387,9-24=-1983/387,9-10=-702/134, 10-11=-1862/315 BOTCHORD 18-19=-281/1569,17-18=-456/2378,16-17=-456/2378,15-16=-494/2588,14-15=-357/1980,13-14=-357/1980, 12-13=-112/668 WEBS 9-12=-1463/326,10-12=-277/1687,9-13=-371/1958,2-19=-1524/406,1-19=-431/2276,2-18=-262/1240,3-18=-776/271, 3-16=-111/512,5-16=-415/197,6-15=-579/228,8-15=-202/973,8-13=-1312/359 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to4-5-12, Interior(1)4-5-12 to40-6-12,Exterior(2)40-6-12 to43-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding365 lbupliftat joint20and317lbupliftat joint11. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T28 HalfHip 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:34 Page: 1 ID:YYjGCOZl5ttD5WlAt?UCbXyxov6-bXQd0JGE59a23LLVOnJqPjUiqRY7xYLFtEqf?Zyxo4Z DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4x4 =4x8 =6x6 =4x6 =4x6 =3x4 =4x8 =3x6 =4x4 =3x4 1.5x4 =4x8 =4x8 =3x6 =3x4 =4x6 =4x6 =6x6 =4x8 4x4 20 19 1817 16 1514 13 12 11 1 212 3 45 6 7 8 922 10 T1 T3T2 B1 B3B2 6-1-1330-10-116-1-1312-5-5 6-1-1324-8-146-1-1318-7-2 6-1-1337-0-76-3-96-3-9 6-3-943-4-0 6-1-1330-10-116-1-1312-5-5 6-1-1324-8-146-1-1318-7-2 6-1-1337-0-7 6-3-943-4-06-3-96-3-9 Scale=1:69.5 Plate Offsets(X,Y):[11:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)0.24 15-16 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(TL)-0.58 15-16 >887180 TCDL 10.0 RepStress Incr YES WB 0.93 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:239 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x6SPFNo.2 WEBS 2x4SPFStud*Except*W2:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-10-6ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor8-11-14ocbracing. WEBS 1 Rowatmidpt 1-20,10-11,5-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)11=1739/Mechanical,(min.0-1-8),20=1739/Mechanical,(min. 0-1-8) Max Uplift11=-362(LC12),20=-362(LC12) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-20=-1680/389,1-21=-1658/345,2-21=-1658/345,2-3=-2721/566,3-4=-3261/678,4-5=-3261/678,5-6=-3257/677, 6-7=-3257/677,7-8=-3257/677,8-9=-2722/566,9-22=-1658/344,10-22=-1658/344,10-11=-1680/389 BOTCHORD 18-19=-345/1658,17-18=-566/2721,16-17=-566/2721,15-16=-678/3261,14-15=-566/2722,13-14=-566/2722, 12-13=-344/1658 WEBS 10-12=-462/2237,2-19=-1391/399,1-19=-462/2238,2-18=-302/1448,3-18=-864/276,3-16=-153/735,5-16=-373/177, 6-15=-374/177,8-15=-151/728,8-13=-860/275,9-13=-302/1450,9-12=-1392/399 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to4-5-12, Interior(1)4-5-12 to43-2-4 zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 3)Provideadequatedrainage topreventwaterponding. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding362 lbupliftat joint20and362lbupliftat joint11. 7)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T29 Flat 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:34 Page: 1 ID:vK5RyXFtv4xHp71w9lUKtKyxouE-bXQd0JGE59a23LLVOnJqPjUlURaexXAFtEqf?Zyxo4Z DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x10 =5x6 =6x10 2x4 2x4 2x4 2x4 2x4 2x4 2x4 =6x10 =5x6 3x10 22 42434421 45 462019471848495017515216155314545556135758 12 12324252 26 2732842953031326 3334735836 9373839104041 11 T1 T3T2 B1 B3B2 5-4-921-8-0 5-4-932-5-25-4-910-10-14 5-4-916-3-7 5-4-927-0-9 5-4-937-9-115-6-55-6-5 5-6-543-4-0 5-4-921-8-0 5-4-932-5-25-4-910-10-14 5-4-916-3-7 5-4-927-0-9 5-4-937-9-11 5-6-543-4-05-6-55-6-5 Scale = 1:69.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.29 Vert(LL)0.4017 >999240 MT20197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.73 Vert(TL)-0.5917 >869180 TCDL 10.0 RepStress Incr NO WB 0.86 Horiz(TL)0.1312n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:497 lb FT = 20% LUMBER TOP CHORD 2x6SPFNo.2 BOT CHORD 2x6SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor5-11-1ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor8-2-13ocbracing. REACTIONS (lb/size)12=2624/Mechanical,(min.0-1-8),22=2555/Mechanical, (min.0-1-8) MaxUplift12=-1481(LC8),22=-1429(LC8) MaxGrav12=2767(LC2),22=2692(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-22=-2591/1426,1-23=-3216/1707,23-24=-3216/1707,24-25=-3216/1707,2-25=-3216/1707,2-26=-3216/1707, 26-27=-3216/1707,3-27=-3216/1707,3-28=-6797/3604,4-28=-6797/3604,4-29=-6797/3604,5-29=-6797/3604, 5-30=-6797/3604,30-31=-6797/3604,31-32=-6797/3604,6-32=-6797/3604,6-33=-6796/3603,33-34=-6796/3603, 7-34=-6796/3603,7-35=-6796/3603,8-35=-6796/3603,8-36=-6796/3603,9-36=-6796/3603,9-37=-3208/1698, 37-38=-3208/1698,38-39=-3208/1698,10-39=-3208/1698,10-40=-3208/1698,40-41=-3208/1698,11-41=-3208/1698, 11-12=-2642/1475 BOTCHORD 21-45=-2896/5454,45-46=-2896/5454,20-46=-2896/5454,19-20=-2896/5454,19-47=-2896/5454,18-47=-2896/5454, 18-48=-3848/7249,48-49=-3848/7249,49-50=-3848/7249,17-50=-3848/7249,17-51=-3848/7249,51-52=-3848/7249, 16-52=-3848/7249,15-16=-2893/5452,15-53=-2893/5452,14-53=-2893/5452,14-54=-2893/5452,54-55=-2893/5452, 55-56=-2893/5452,13-56=-2893/5452 WEBS 1-21=-2110/3975,2-21=-516/415,3-21=-2791/1483,3-20=0/324,3-18=-884/1676,5-18=-471/372,6-18=-564/304, 6-17=0/328,6-16=-565/305,7-16=-472/375,9-16=-887/1676,9-14=0/329,9-13=-2799/1489,10-13=-511/407, 11-13=-2100/3967 NOTES 1)2-ply truss tobeconnected together with10d(0.131"x3")nailsas follows: Top chords connectedas follows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. Bottomchords connectedas follows:2x6-2rows staggeredat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedasfront(F)orback(B) facein theLOADCASE(S) section.Ply toplyconnectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;Lumber DOL=1.60plategripDOL=1.60 4)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposedsurfaceswith slopes less than 0.500/12 inaccordance with IBC1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare4x8MT20unlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1429 lbupliftat joint22and1481lbupliftatjoint12. 11)This truss isdesigned inaccordancewith the2012 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot23 1904018-12T T30 Flat Girder 1 2 Job Reference(optional) Run:8.31 SMay222019 Print:8.310 SMay222019MiTekIndustries,Inc.MonJul1515:30:39 Page: 1 ID:w7gjfzssulM2RzRkfzvIR5yxotR-3j_?EfHssTivgVwiyVq3xw1_0quzg?VO6uaCX?yxo4Y Continuedonpage 2 DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficientto support concentratedload(s)122lbdownand103 lbupat1-1-4,122 lbdownand103 lbupat3-1-4, 122 lbdownand103 lbupat5-1-4,122 lbdownand103 lbupat7-1-4,122 lbdownand103 lbupat9-1-4,122lbdownand103 lbupat11-1-4,122 lbdownand103 lbup at13-1-4,122 lbdownand103 lbupat15-1-4,122 lbdownand103 lbupat17-1-4,122lbdownand103 lbupat19-1-4,122 lbdownand103 lbupat21-1-4,122 lb downand103 lbupat23-1-4,122lbdownand103 lbupat25-1-4,122 lbdownand103 lbupat27-1-4,122 lbdownand103 lbupat29-1-4,122lbdownand103 lbupat 31-1-4,122 lbdownand103 lbupat33-1-4,122 lbdownand103 lbupat35-1-4,122lbdownand103 lbupat37-1-4,122lbdownand103 lbupat39-1-4,and122 lb downand103 lbupat41-1-4,and109 lbdownand108 lbupat43-2-4on top chord,and45 lbdownand23 lbupat1-1-4,45 lbdownand23 lbupat3-1-4,45 lbdown and23lbupat5-1-4,45 lbdownand23 lbupat7-1-4,45lbdownand23 lbupat9-1-4,45 lbdownand23 lbupat11-1-4,45 lbdownand23 lbupat13-1-4,45 lbdown and23lbupat15-1-4,45 lbdownand23lbupat17-1-4,45 lbdownand23lbupat19-1-4,45 lbdownand23 lbupat21-1-4,45 lbdownand23lbupat23-1-4,45 lb downand23 lbupat25-1-4,45 lbdownand23 lbupat27-1-4,45 lbdownand23 lbupat29-1-4,45lbdownand23 lbupat31-1-4,45lbdownand23lbupat33-1-4,45 lbdownand23 lbupat35-1-4,45 lbdownand23 lbupat37-1-4,45 lbdownand23 lbupat39-1-4,and45 lbdownand23lbupat41-1-4,and63 lbdownand14 lbupat 43-2-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-11=-61,12-22=-20 ConcentratedLoads(lb) Vert:11=-74(F),12=-39(F),19=-30(F),3=-46(F),20=-30(F),7=-46(F),16=-30(F),15=-30(F),23=-47(F),24=-46(F),25=-46(F),26=-46(F),27=-46(F), 28=-46(F),29=-46(F),30=-46(F),31=-46(F),32=-46(F),33=-46(F),34=-46(F),35=-46(F),36=-46(F),37=-46(F),38=-46(F),39=-46(F),40=-46(F), 41=-46(F),42=-30(F),43=-30(F),44=-30(F),45=-30(F),46=-30(F),47=-30(F),48=-30(F),49=-30(F),50=-30(F),51=-30(F),52=-30(F),53=-30(F), 54=-30(F),55=-30(F),56=-30(F),57=-30(F),58=-30(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T30 FlatGirder 1 2 Job Reference(optional) Run:8.31SMay222019Print:8.310SMay222019MiTek Industries, Inc.Mon Jul1515:30:39 Page: 2 ID:w7gjfzssulM2RzRkfzvIR5yxotR-3j_?EfHssTivgVwiyVq3xw1_0quzg?VO6uaCX?yxo4Y DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x6 4x4 =4x4 =6x6 1.5x4 =4x10 =4x4 3x6 9 8 17 18719 20 21 6 1 2 10 414 15 1651312113 T2 B1 0-1-12 0-1-12 1-4-12 -1-4-12 4-4-0 4-5-12 5-3-6 9-9-2 5-6-14 15-4-0 4-4-0 4-4-0 5-5-2 9-9-2 5-6-14 15-4-0 Scale=1:39.7 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 0.55 Vert(LL)0.077-8 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.36 Vert(TL)-0.097-8 >999 180 TCDL 10.0 RepStress Incr NO WB 0.57 Horiz(TL)0.016n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:65 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor5-0-10ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=672/0-6-0,(min.0-1-8),9=770/0-4-0,(min.0-1-8) Max Horiz9=98(LC53) Max Uplift6=-537(LC9),9=-421(LC9) Max Grav6=843(LC31),9=877(LC32) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-9=-837/410,2-10=-1001/600,3-10=-951/621,3-11=-1084/683,11-12=-1085/683,12-13=-1085/683,4-13=-1088/684, 4-14=-1085/682,14-15=-1085/682,15-16=-1085/682,5-16=-1085/682,5-6=-780/490 BOTCHORD 8-17=-573/875,17-18=-573/875,7-18=-573/875 WEBS 2-8=-524/854,3-7=-144/260,4-7=-562/325,5-7=-749/1192 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone;end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding421 lbupliftat joint9and537 lbupliftat joint6. 9)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovidedsufficient to support concentrated load(s)129 lbdownand173lbupat4-7-12,86 lbdownand75 lbupat6-8-8,86 lbdownand75 lbupat8-8-8,86 lbdownand75lbupat10-8-8,and86lbdownand75 lbupat12-8-8,and81 lbdownand78 lbupat14-8-8on top chord,and147 lb downand111 lbupat4-7-12,17lbdownand41 lbupat6-8-8,17 lbdownand41 lbupat8-8-8,17 lbdownand41 lbupat10-8-8,and17 lbdownand41 lbupat12-8-8, and19 lbdownand41 lbupat14-8-8onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 11)In theLOAD CASE(S) section, loadsapplied to thefaceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-5=-61,6-9=-20 ConcentratedLoads(lb) Vert:3=-19(B),8=-126(B),12=-2(B),13=-2(B),14=-2(B),15=-2(B),16=-6(B),17=-6(B),18=-6(B),19=-6(B),20=-6(B),21=-9(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T31 Jack-ClosedGirder 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:40 Page: 1 ID:lzOGgfWovECnykeUVYnosZyxom8-PhnuHML?h?LCnGpfk2QEe_kmerhtLLH7GAHzCCyxo4T DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 4x6 =6x6 =6x6 =3x4 =3x4 =3x5 2x4 8 7 6 1 2 9 10 412 5113 T2 B1 1-4-12 -1-4-12 4-6-6 10-6-2 4-9-14 15-4-0 5-11-12 5-11-12 7-7-0 7-7-0 7-9-0 15-4-0 Scale=1:40.8 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)0.156-7 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(TL)-0.206-7 >904180 TCDL 10.0 RepStress Incr YES WB 0.61 Horiz(TL)0.026n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:66 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor7-5-13ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=592/0-6-0,(min.0-1-8),8=643/0-4-0,(min.0-1-8) Max Horiz8=128(LC16) Max Uplift6=-266(LC13),8=-198(LC13) Max Grav6=740(LC35),8=786(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-8=-541/289,2-9=-396/324,9-10=-297/335,3-10=-270/352,3-11=-675/618,4-11=-678/617 BOTCHORD 7-8=-556/614,6-7=-452/656 WEBS 3-8=-585/310,4-7=-266/219,4-6=-807/544 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-1-12,Exterior(2)6-1-12 to10-8-2, Interior(1)10-8-2 to15-4-4 zone;endvertical leftexposed;porch leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding198 lbupliftat joint8and266lbupliftat joint6. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T32 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:41 Page: 1 ID:l3VzxvKSu7m77BqYUq?ldvyxol4-PhnuHML?h?LCnGpfk2QEe_kl6rfsLKi7GAHzCCyxo4T DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 2x4 =6x6 4x4 =3x4 =6x6 =6x6 3x5 8 7 6 1 2 9 3 10 51312114 T2 B1 1-4-12 -1-4-12 4-5-2 8-11-12 4-6-10 4-6-10 6-4-4 15-4-0 7-7-0 7-7-0 7-9-0 15-4-0 Scale=1:46.4 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 0.68 Vert(LL)0.156-7 >999 240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.49 Vert(TL)-0.206-7 >890 180 TCDL 10.0 RepStress Incr YES WB 0.65 Horiz(TL)0.026n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:70 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor7-2-6ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=578/0-6-0,(min.0-1-8),8=628/0-4-0,(min.0-1-8) Max Horiz8=189(LC16) Max Uplift6=-253(LC13),8=-163(LC13) Max Grav6=655(LC35),8=875(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-8=-366/245,3-10=-686/540,4-10=-584/551,5-6=-268/91 BOTCHORD 7-8=-601/710,6-7=-424/443 WEBS 3-8=-761/353,4-7=-432/363,4-6=-564/530 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to9-1-12,Exterior(2)9-1-12 to13-4-11, Interior(1)13-4-11 to15-4-4zone;endvertical leftexposed;porch leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10,Lu=50-0-0;Min.flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00timesflatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding163 lbupliftat joint8and253 lbupliftat joint6. 9)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T33 Jack-Closed 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:41 Page: 1 ID:6ZMj7Epvj6gbIAJ2HWCui7yxokT-ttLGUiLdSJT3OQOsIlxTBBHvNF?44mBHUq1Xkfyxo4S DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 4x6 =3x6 4x4 =3x4 =6x6 =6x6 1.5x4 8 7 6 1 2 9 3 10 54 T2 B1 1-4-12 -1-4-12 5-11-2 11-11-12 6-0-10 6-0-10 3-4-4 15-4-0 7-7-0 7-7-0 7-9-0 15-4-0 Scale=1:52.1 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)0.166-7 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.50 Vert(TL)-0.216-7 >850180 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.026n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:76 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W4,W5:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-10-15ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor7-2-11ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=557/0-6-0,(min.0-1-8),8=618/0-4-0,(min.0-1-8) Max Horiz8=251(LC16) Max Uplift6=-236(LC13),8=-133(LC13) Max Grav6=637(LC36),8=870(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-8=-416/266,2-9=-333/214,3-10=-827/519,4-10=-697/542 BOTCHORD 7-8=-595/792,6-7=-211/268 WEBS 3-8=-705/262,3-7=-416/233,4-7=-592/658,4-6=-615/470 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to12-1-12,Exterior(2)12-1-12 to15-4-4 zone;end verticalleftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding133 lbupliftat joint8and236lbupliftat joint6. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T34 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:41 Page: 1 ID:iFC031zhQQRczKOk5SSAG4yxokF-ttLGUiLdSJT3OQOsIlxTBBHxWF?_4mRHUq1Xkfyxo4S DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x6 3x6 =4x4 3x4 =6x8 =6x6 9 8 7 1 2 10 11 3 4 12 65 T3 B1 0-1-12 0-1-12 1-4-12 -1-4-12 7-4-14 7-6-10 7-5-2 14-11-12 0-4-4 15-4-0 7-6-10 7-6-10 7-9-6 15-4-0 Scale=1:59.5 Plate Offsets(X,Y):[2:0-3-0,0-1-8], [5:0-4-4,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 0.90 Vert(LL)0.167-8 >999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.51 Vert(TL)-0.217-8 >841180 TCDL 10.0 RepStress Incr YES WB 0.32 Horiz(TL)0.017n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:72 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W1,W3:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor7-3-10ocbracing. WEBS 1 Rowatmidpt 6-7,4-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)7=528/0-6-0,(min.0-1-8),9=615/0-4-0,(min.0-1-8) Max Horiz9=312(LC16) Max Uplift7=-212(LC16),9=-109(LC13) Max Grav7=793(LC35),9=790(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-9=-723/375,2-10=-937/378,10-11=-867/391,3-11=-847/393,3-4=-726/414,6-7=-278/136 BOTCHORD 8-9=-444/278,7-8=-563/758 WEBS 2-8=-128/534,4-8=-338/311,4-7=-861/640 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to15-1-12,Exterior(2)15-1-12 to15-4-4 zone;end verticalleftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding109 lbupliftat joint9and212lbupliftat joint7. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T35 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:41 Page: 1 ID:fjRTlzqbxwGgN4kBC9ib6ryxoj9-ttLGUiLdSJT3OQOsIlxTBBHrwF?r4rNHUq1Xkfyxo4S DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x6 3x5 =4x4 3x4 =6x6 3x4 8 7 6 1 2 9 3 4 10 5 B1 0-1-12 0-1-12 1-4-12 -1-4-12 7-5-4 7-7-0 7-9-0 15-4-0 7-7-0 7-7-0 7-9-0 15-4-0 Scale=1:60.2 Plate Offsets(X,Y):[2:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)0.156-7 >999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.51 Vert(TL)-0.216-7 >855180 TCDL 10.0 RepStress Incr YES WB 0.25 Horiz(TL)0.016n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:72 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W1,W3:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor7-4-1ocbracing. WEBS 1 Rowatmidpt 5-6,4-6 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)6=528/0-6-0,(min.0-1-8),8=615/0-4-0,(min.0-1-8) Max Horiz8=321(LC16) Max Uplift6=-221(LC16),8=-105(LC13) Max Grav6=616(LC23),8=699(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-8=-633/369,2-9=-738/369,3-9=-646/383,3-4=-558/405 BOTCHORD 7-8=-454/282,6-7=-559/578 WEBS 2-7=-119/380,4-7=-341/312,4-6=-661/638 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to15-4-4 zone;end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snowloadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding105 lbupliftat joint8and221lbupliftat joint6. 7)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T36 Jack-Closed 12 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:41 Page: 1 ID:q673eX9ALXoikOtaq1C9Elyxoij-ttLGUiLdSJT3OQOsIlxTBBHvbF?s4tZHUq1Xkfyxo4S DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =6x6 3x6 1.5x4 1.5x4 =5x8 =4x10 1.5x4 =4x10 1.5x4 =3x10 1.5x4 =8x8 3x4 1.5x4 =6x6 =5x6 17 16 10 3334 9 1 2 15 14 27 281329 301231 32 11 3 5 21 226 72526823242019184 T2 B1 B3 B1 0-1-12 0-1-12 0-10-4 -0-10-4 0-8-9 3-0-13 2-2-8 2-4-4 2-4-4 19-0-0 4-5-12 12-0-4 4-5-12 7-6-9 4-7-8 16-7-12 0-8-9 3-2-9 2-6-0 19-0-0 2-6-0 2-6-0 4-4-0 7-6-9 4-5-12 12-0-4 4-5-12 16-6-0 Scale=1:40.2 Plate Offsets(X,Y):[4:0-7-0,0-1-4], [11:0-2-8,Edge], [15:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.61 Vert(LL)0.1712-13 >999240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.90 Vert(TL)-0.3312-13 >678180 TCDL 10.0 RepStress Incr NO WB 0.93 Horiz(TL)0.179n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:89 lb FT = 20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor2-9-12ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor5-9-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)9=1194/0-6-0,(min.0-2-3),17=1136/0-6-0,(min.0-1-15) MaxHoriz17=131(LC9) MaxUplift9=-461(LC9),17=-433(LC12) Max Grav9=1411(LC31),17=1233(LC31) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 2-17=-1189/485,2-3=-1924/795,3-4=-1777/767,4-18=-3090/1095,18-19=-3091/1095,19-20=-3093/1095, 5-20=-3093/1095,5-21=-3091/1094,21-22=-3091/1094,6-22=-3091/1094,6-23=-1424/468,23-24=-1424/468, 7-24=-1424/468,7-25=-1345/446,25-26=-1345/446,8-26=-1345/446,8-9=-1330/492 BOTCHORD 3-15=-135/262,14-15=-742/1662,14-27=-751/1682,27-28=-751/1682,13-28=-751/1682,13-29=-1060/3017, 29-30=-1060/3017,12-30=-1060/3017,12-31=-1060/3017,31-32=-1060/3017,11-32=-1060/3017,7-11=-420/210 WEBS 2-15=-569/1453,8-11=-623/1812,4-14=-131/321,4-13=-474/1551,6-11=-1739/601,5-13=-526/220,6-12=-1/270, 4-15=-344/190 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; Exp C;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopesless than 0.500/12inaccordancewith IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottomchord liveloadnonconcurrent withanyother liveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplatecapableof withstanding433lbupliftatjoint17and461lbupliftat joint9. 9)This truss is designed inaccordance with the2012 InternationalResidential CodesectionsR502.11.1and R802.10.2andreferencedstandardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient tosupportconcentrated load(s)109 lbdownand130 lbupat3-0-13,72 lbdownand71 lbupat5-2-0,72 lbdownand71 lbupat7-2-0,72lbdownand71lbupat9-2-0,72 lbdownand71 lbupat11-2-0,72 lbdownand71 lbupat13-2-0,72lbdownand71lbupat15-2-0, and80lbdownand92 lbupat17-2-0,and88 lbdownand89 lbupat18-5-4on top chord,and111lbdownand142 lbupat3-0-13,41 lbdownand33 lbupat5-2-0,41lb downand33 lbupat7-2-0,41 lbdownand33 lbupat9-2-0,41lbdownand33lbupat11-2-0,41 lbdownand33 lbupat13-2-0,41 lbdownand33 lbupat15-2-0,and 46 lbdownat17-2-0,and57 lbdownat18-5-4onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 11)In theLOAD CASE(S)section,loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-8=-61,16-17=-20,11-15=-20,9-10=-20 ConcentratedLoads(lb) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot23 1904018-12T T37 Jack-Closed Girder 1 1 JobReference(optional) Run:8.31 S May222019 Print:8.310 SMay222019MiTekIndustries,Inc.MonJul1515:30:42 Page: 1 ID:uG39LUYEoMqAaIKjilnfXVyxoiD-ttLGUiLdSJT3OQOsIlxTBBHwVFug4ivHUq1Xkfyxo4S Continuedonpage 2 DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Vert:4=-66(B),14=-90(B),19=-40(B),20=-40(B),21=-40(B),22=-40(B),23=-40(B),24=-40(B),25=-48(B),26=-66(B),27=-37(B),28=-37(B),29=-37(B), 30=-37(B),31=-37(B),32=-37(B),33=-29(B),34=-35(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T37 Jack-ClosedGirder 1 1 Job Reference(optional) Run:8.31SMay222019Print:8.310SMay222019MiTek Industries, Inc.Mon Jul1515:30:42 Page: 2 ID:uG39LUYEoMqAaIKjilnfXVyxoiD-ttLGUiLdSJT3OQOsIlxTBBHwVFug4ivHUq1Xkfyxo4S DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 3x5 =4x8 1.5x4 3x5 =3x4 =5x6 =3x4 =3x4 =6x10 3x4 1.5x4 =3x4 =3x8 9 81514 1 2 13 12 11 10 3 5 186 717164 T2 B1 B3 B1 0-1-12 0-1-12 0-10-4 -0-10-4 2-2-8 2-4-4 2-0-9 4-4-13 2-4-4 19-0-0 6-0-9 10-5-7 6-2-5 16-7-12 1-9-1 4-3-1 2-6-0 19-0-0 2-6-0 2-6-0 6-0-9 16-6-0 6-2-5 10-5-7 Scale=1:43.6 Plate Offsets(X,Y):[4:0-3-0,0-2-2], [10:0-3-4,0-2-4], [13:0-5-12,0-2-0] 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 0.63 Vert(LL)-0.07 11 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.50 Vert(TL)-0.1510-11 >999180 TCDL 10.0 RepStress Incr YES WB 1.00 Horiz(TL)0.088n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:93 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-7-10ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 9-1-12ocbracing:12-13 6-0-0ocbracing:8-9. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=750/0-6-0,(min.0-1-10),15=770/0-6-0,(min.0-1-8) Max Horiz15=171(LC13) Max Uplift8=-166(LC13),15=-79(LC13) Max Grav8=1049(LC35),15=861(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-15=-828/222,2-3=-1305/310,3-4=-1280/239,4-16=-1692/262,16-17=-1693/261,5-17=-1695/261,5-18=-763/132, 6-18=-763/132,6-7=-719/126,7-8=-1012/179 BOTCHORD 12-13=-415/1021,11-12=-302/1059,10-11=-328/1693,6-10=-462/146 WEBS 2-13=-174/973,5-10=-1035/175,7-10=-220/1216,4-11=-168/710 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-10-4 to2-4-4, Interior(1)2-4-4 to4-4-13,Exterior(2)4-4-13 to8-7-12, Interior(1)8-7-12 to18-10-4 zone; cantilever leftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding79 lbupliftat joint15and166lbupliftat joint8. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T38 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:43 Page: 1 ID:tRZujYSnH536MBgrm95xG6yxoeT-qGT1vONt_wjnejXEQAzxGcMGj3gSYbHZy8WdpXyxo4Q DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 3x5 =4x12 1.5x4 3x6 =3x4 =5x6 =3x4 =3x4 =6x8 2x4 1.5x4 =3x4 =4x4 15 14 9 8 1 2 13 12 11 10 16 17 3 5 6 72019184 T2 B1 B1 B3 0-1-12 0-1-12 0-10-4 -0-10-4 2-2-8 2-4-4 3-4-9 5-8-13 5-4-9 11-1-7 5-6-5 16-7-12 2-4-4 19-0-0 2-6-0 2-6-0 2-6-0 19-0-0 3-1-1 5-7-1 5-6-5 11-1-7 5-4-9 16-6-0 Scale=1:47.4 Plate Offsets(X,Y):[4:0-3-0,0-2-2], [10:0-2-4,0-2-4] 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 0.50 Vert(LL)-0.04 11-12 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.36 Vert(TL)-0.10 11-12 >999180 TCDL 10.0 RepStress Incr YES WB 0.76 Horiz(TL)0.078n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:100 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 8-4-3ocbracing:12-13 6-0-0ocbracing:8-9. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=746/0-6-0,(min.0-1-10),15=760/0-6-0,(min.0-1-8) Max Horiz15=211(LC13) Max Uplift8=-169(LC13),15=-86(LC16) Max Grav8=1026(LC35),15=875(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-15=-832/219,2-16=-1206/319,16-17=-1175/322,3-17=-1173/328,3-4=-1115/210,4-18=-1192/210,18-19=-1193/210, 5-19=-1195/210,5-20=-543/127,6-20=-543/127,6-7=-521/124,7-8=-991/185 BOTCHORD 12-13=-503/1049,11-12=-307/890,10-11=-275/1193,6-10=-412/136 WEBS 13-15=-274/256,2-13=-207/907,3-12=-346/217,7-10=-208/1078,4-12=-43/252,4-11=-136/379,5-10=-804/151 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-10-4 to2-4-4, Interior(1)2-4-4 to5-8-13,Exterior(2)5-8-13 to9-11-12, Interior(1)9-11-12 to18-10-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding86 lbupliftat joint15and169lbupliftat joint8. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T39 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:43 Page: 1 ID:?Uvfac0GDX_RVPmu0XQzg0yxodk-qGT1vONt_wjnejXEQAzxGcMIc3iaYf1Zy8WdpXyxo4Q DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 3x5 =4x12 1.5x4 4x8 =3x4 =5x6 =3x4 =3x4 =6x8 1.5x4 1.5x4 =3x5 =4x4 15 14 9 8 1 2 13 12 11 10 3 16 17 5 206 719184 T2 B1 B3 B1 0-1-12 0-1-12 0-10-4 -0-10-4 2-2-8 2-4-4 4-8-9 11-9-7 4-10-5 16-7-12 4-8-9 7-0-13 2-4-4 19-0-0 2-6-0 19-0-0 2-6-0 2-6-0 4-5-1 6-11-1 4-8-9 16-6-0 4-10-5 11-9-7 Scale=1:51.2 Plate Offsets(X,Y):[4:0-3-0,0-2-2], [10:0-2-4,0-2-4] 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 0.69 Vert(LL)-0.03 11 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)-0.0710-11 >999180 TCDL 10.0 RepStress Incr YES WB 0.66 Horiz(TL)0.068n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:107 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-1-0ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 7-9-1ocbracing:12-13 6-0-0ocbracing:8-9. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=742/0-6-0,(min.0-1-9),15=752/0-6-0,(min.0-1-8) Max Horiz15=251(LC13) Max Uplift8=-173(LC13),15=-95(LC16) Max Grav8=996(LC35),15=934(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-15=-881/212,2-3=-1269/335,3-16=-975/149,16-17=-953/149,4-17=-938/179,4-18=-877/194,18-19=-877/194, 5-19=-879/194,5-20=-411/132,6-20=-411/132,6-7=-398/130,7-8=-962/201 BOTCHORD 12-13=-586/1194,11-12=-309/751,10-11=-257/877,6-10=-366/128 WEBS 13-15=-304/296,2-13=-231/977,3-12=-521/292,7-10=-218/984,4-12=-40/274,5-10=-670/151 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-10-4 to2-4-4, Interior(1)2-4-4 to7-0-13,Exterior(2)7-0-13 to11-3-12, Interior(1)11-3-12 to18-10-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding95 lbupliftat joint15and173lbupliftat joint8. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T40 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:44 Page: 1 ID:3MJKklCgg8tJojPmPBCUnByxodV-IS0P7kOWlErdGt6QztVAoqvQPT2TH7qjAoFBL_yxo4P DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 3x5 =4x8 1.5x4 4x6 =3x8 =5x6 =3x4 =6x10 1.5x4 1.5x4 =3x6 =4x6 14 13 9 8 1 2 12 11 10 3 15 16 5 186 7174 T2 B1 B1 B3 0-1-12 0-1-12 0-10-4 -0-10-4 2-2-8 2-4-4 4-0-9 12-5-7 4-2-5 16-7-12 2-4-4 19-0-0 6-0-9 8-4-13 2-6-0 2-6-0 2-6-0 19-0-0 5-9-1 8-3-1 8-2-15 16-6-0 Scale=1:55 Plate Offsets(X,Y):[3:0-1-0,0-2-0], [4:0-3-0,0-2-2], [10:0-3-8,0-2-4], [12:0-5-12,0-2-0] 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 0.59 Vert(LL)-0.1310-11 >999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.54 Vert(TL)-0.3310-11 >684180 TCDL 10.0 RepStress Incr YES WB 0.53 Horiz(TL)0.068n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:109 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-8-3ocpurlins, exceptend verticals. BOTCHORDRigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 7-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)8=736/0-6-0,(min.0-1-8),14=744/0-6-0,(min.0-1-9) Max Horiz14=291(LC15) Max Uplift8=-178(LC13),14=-102(LC16) Max Grav8=960(LC35),14=986(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-14=-914/203,2-3=-1375/341,3-15=-936/125,15-16=-805/143,4-16=-803/164,4-17=-641/181,5-17=-642/180, 5-18=-330/136,6-18=-330/136,6-7=-321/135,7-8=-943/209 BOTCHORD 11-12=-675/1338,10-11=-257/638,6-10=-322/126 WEBS 12-14=-338/317,2-12=-257/1102,3-11=-693/386,4-11=0/258,5-11=-81/331,5-10=-539/187,7-10=-227/925 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-10-4 to2-4-4, Interior(1)2-4-4 to8-4-13,Exterior(2)8-4-13 to12-5-7, Interior(1)12-5-7 to18-10-4 zone; cantilever leftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding102 lbupliftat joint14and178lbupliftat joint8. 9)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T41 Jack-Closed 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:44 Page: 1 ID:XNS_eXqHR7Qx2iOmS67gt9yxoch-IS0P7kOWlErdGt6QztVAoqvR2T?_H9yjAoFBL_yxo4P DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =12x12 5x6 3x10 4x6 =10x10 8x8 =6x8 =12x12 1.5x4 =8x8 5x8 12192011 10 21 92223 8 1 2 3 4 17 6 7185 T2 B1 B2 0-10-4 -0-10-4 4-7-9 14-4-7 4-9-0 4-9-0 4-11-13 9-8-13 4-7-9 19-0-0 4-7-9 19-0-0 4-9-5 14-4-7 4-9-0 4-9-0 4-10-1 9-7-1 Scale=1:57.3 Plate Offsets(X,Y):[2:0-0-8,0-7-4], [5:0-1-10,Edge], [7:0-4-0,0-3-4], [9:0-6-0,0-6-4], [11:0-5-0,0-6-4] 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 0.93 Vert(LL)0.13 11-12 >999240 MT20197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.52 Vert(TL)-0.29 11-12 >789180 TCDL 10.0 RepStress Incr NO WB 0.92 Horiz(TL)0.038n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:306 lb FT = 20% LUMBER TOPCHORD 2x4SPF1650F1.5E*Except*T2:2x4SPF No.2 BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPFNo.2*Except*W7:2x6SPFNo.2,W6:2x4SPF1650F1.5E, W1,W2:2x4SPFStud SLIDER Left2x8SP2400F2.0E--2-6-0 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor2-11-15ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 7-8 REACTIONS (lb/size)2=6736/0-6-0,(min.0-2-14),8=8420/0-6-0,(min.0-3-9) MaxHoriz2=317(LC12) MaxUplift2=-1894(LC12),8=-1630(LC9) Max Grav2=6991(LC32),8=8605(LC31) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 2-3=-6422/1708,3-4=-9184/2525,4-17=-7232/1591,5-17=-7125/1610,5-18=-4208/830,6-18=-4210/830,6-7=-4208/829, 7-8=-7639/1524 BOTCHORD 2-12=-2190/7172,12-19=-2190/7172,19-20=-2190/7172,11-20=-2190/7172,10-11=-1327/5635,10-21=-1327/5635, 9-21=-1327/5635 WEBS 5-11=-1703/6477,5-9=-3006/1001,7-9=-1678/8516,6-9=-472/167,4-12=-1202/2443,4-11=-1883/1105 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x4-1rowat0-6-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chordsconnectedas follows:2x8-3rowsstaggeredat0-4-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonlyloadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone;end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; Exp C;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopesless than 0.500/12inaccordancewith IBC1608.3.4. 6)Unbalancedsnow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 8)Provideadequatedrainage toprevent waterponding. 9)TheFabricationToleranceatjoint2 = 12% 10)This trusshasbeendesigned fora10.0psfbottomchord liveloadnonconcurrent withanyother liveloads. 11)Providemechanicalconnection(byothers)of truss tobearingplatecapableof withstanding1630lbupliftatjoint8and1894 lbupliftat joint2. 12)This truss is designed inaccordance with the2012 InternationalResidential CodesectionsR502.11.1and R802.10.2andreferencedstandardANSI/TPI1. 13)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient tosupportconcentrated load(s)2672 lbdownand1449 lbupat4-9-0,1719 lbdownand382 lbupat 6-9-12,1960 lbdownand385 lbupat8-9-12,1948lbdownand357lbupat10-9-12,1882 lbdownand294 lbupat12-9-12,and1805 lbdownand227 lbupat14-9-12, and1844lbdownand265lbupat16-9-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot23 1904018-12T T42 HalfHip Girder 1 2 JobReference(optional) Run:8.31 S May222019 Print:8.310 SMay222019MiTekIndustries,Inc.MonJul1515:30:44 Page: 1 ID:JX5Zk8AHXwHKEcovuC6TLLyxoaz-IS0P7kOWlErdGt6QztVAoqvMkT?PH3mjAoFBL_yxo4P Continuedonpage 2 DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. UniformLoads(lb/ft) Vert:1-5=-51,5-7=-61,8-13=-20 ConcentratedLoads(lb) Vert:10=-1948(F),12=-2535(F),19=-1719(F),20=-1960(F),21=-1882(F),22=-1805(F),23=-1844(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T42 HalfHipGirder 1 2 Job Reference(optional) Run:8.31SMay222019Print:8.310SMay222019MiTek Industries, Inc.Mon Jul1515:30:44 Page: 2 ID:JX5Zk8AHXwHKEcovuC6TLLyxoaz-IS0P7kOWlErdGt6QztVAoqvMkT?PH3mjAoFBL_yxo4P DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =3x4 1.5x4 =4x4 =3x4 1 5 6 2 4 1813 14 17 15 16 3 B1 0-10-4 9-2-4 0-10-4 -0-10-4 4-2-0 8-4-0 4-2-0 4-2-0 4-2-0 8-4-0 4-2-0 4-2-0 Scale=1:41 Plate Offsets(X,Y):[2:Edge,0-0-4], [4:Edge,0-0-4] 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 0.19 Vert(LL)0.016-9 >999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)-0.026-9 >999180 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.002n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:28 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)2=338/0-3-8,(min.0-1-8),4=338/0-3-8,(min.0-1-8) Max Horiz2=98(LC15) Max Uplift2=-61(LC16),4=-61(LC17) Max Grav2=385(LC2),4=385(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 2-13=-361/63,13-14=-292/74,14-15=-288/76,3-15=-276/86,3-16=-276/86,16-17=-288/76,17-18=-292/74,4-18=-361/63 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-10-4 to2-1-12, Interior(1)2-1-12 to4-2-0,Exterior(2)4-2-0 to7-2-0, Interior(1)7-2-0 to9-2-4 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding61 lbupliftat joint2and61 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T43 Common 4 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:45 Page: 1 ID:XRoFn9ti0K18tvzIogIhPgyxqTQ-mfanK4O8VXzUt1hdXb0PL1Si_sRA0jDsPS?ktQyxo4O DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 =2x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 =2x4 1 7 10 9 8 2 6 53 17 18 4 B1 0-10-4 9-2-4 0-10-4 -0-10-4 4-2-0 8-4-0 4-2-0 4-2-0 8-4-0 Scale=1:40.1 Plate Offsets(X,Y):[2:0-4-0,0-0-4], [6:0-4-0,0-0-4] 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 0.12 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.006n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:31 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor8-4-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings8-4-0. (lb)-Max Horiz2=-98(LC14) Max UpliftAlluplift100(lb)or lessatjoint(s)2except8=-109(LC17), 10=-107(LC16) Max GravAllreactions250(lb)or lessat joint(s)10,2except8=253(LC 31),9=310(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-9=-292/40 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)-0-10-4 to2-2-0,Exterior(2)2-2-0to4-2-0, Corner(3)4-2-0 to7-2-0,Exterior(2)7-2-0 to9-2-4 zone; cantilever leftandrightexposed ; endvertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads. 7)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding100 lbupliftat joint(s)2,2except(jt=lb)10=106,8=108. 11)Beveledplateor shimrequiredtoprovide fullbearing surfacewith truss chordat joint(s)6. 12)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T T43GE CommonSupportedGable 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:45 Page: 1 ID:AjKMV1EsN8rjJpHoDBN2DhyxoCL-mfanK4O8VXzUt1hdXb0PL1Sk3sTq0j3sPS?ktQyxo4O DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 1 11 1098 7 2 3 4 5 6 B1 9-7-8 9-7-8 Scale=1:51.6 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 0.92 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.04 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.007n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:45 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings9-7-8. (lb)-Max Horiz1=274(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,7,8,9,10,11 Max GravAllreactions250(lb)or lessat joint(s)1,7,8,9,10,11 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-429/420,2-3=-381/376,3-4=-299/310 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to9-6-1 zone; cantilever leftandrightexposed ; endverticalleftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;LumberDOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Allplatesare1.5x4MT20unlessotherwise indicated. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)7,1,8,9,10,11. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V01 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:45 Page: 1 ID:b8e_CM09qT9Z5Dq6FEZJbfyxpMD-mfanK4O8VXzUt1hdXb0PL1SXYsT10jysPS?ktQyxo4O DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1 5 4 2 8 3 B1 8-3-8 8-3-8 Scale=1:47.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.004n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:30 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=118/8-3-8,(min.0-1-8),4=98/8-3-8,(min.0-1-8), 5=361/8-3-8,(min.0-1-8) Max Horiz1=234(LC13) Max Uplift1=-12(LC12),4=-55(LC13),5=-188(LC16) Max Grav1=177(LC30),4=138(LC29),5=440(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-337/352 BOTCHORD 1-5=-161/273 WEBS 2-5=-341/243 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to8-2-1 zone; cantilever leftandrightexposed ; endverticalleftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;LumberDOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding55 lbupliftat joint4,12 lbupliftatjoint1and188 lbupliftatjoint5. 9)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V02 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:45 Page: 1 ID:b8e_CM09qT9Z5Dq6FEZJbfyxpMD-mfanK4O8VXzUt1hdXb0PL1SbgsRb0jDsPS?ktQyxo4O DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1 5 4 2 8 3 B1 6-11-8 6-11-8 Scale=1:44 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 0.45 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.004n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=69/6-11-8,(min.0-1-8),4=109/6-11-8,(min.0-1-8), 5=305/6-11-8,(min.0-1-8) Max Horiz1=195(LC13) Max Uplift1=-21(LC12),4=-50(LC13),5=-156(LC16) Max Grav1=123(LC30),4=148(LC29),5=371(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-306/318 WEBS 2-5=-304/226 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to2-11-13,Exterior(2)2-11-13to6-10-1zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 2)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding50 lbupliftat joint4,21 lbupliftatjoint1and156 lbupliftatjoint5. 9)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V03 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:45 Page: 1 ID:WzouZw9cq2opf08uw7i2bGyxpIA-mfanK4O8VXzUt1hdXb0PL1SeysS90jKsPS?ktQyxo4O DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1 5 4 2 8 3 B1 5-7-8 5-7-8 Scale=1:40.2 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 0.28 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.004n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:19 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=-4/5-7-8,(min.0-1-8),4=111/5-7-8,(min.0-1-8), 5=281/5-7-8,(min.0-1-8) Max Horiz1=155(LC13) Max Uplift1=-56(LC14),4=-43(LC13),5=-139(LC16) Max Grav1=85(LC13),4=147(LC29),5=341(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-308/312 WEBS 2-5=-328/267 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to5-6-1 zone; cantilever leftandrightexposed ; endverticalleftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;LumberDOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding43 lbupliftat joint4,56 lbupliftatjoint1and139 lbupliftatjoint5. 9)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V04 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:45 Page: 1 ID:WzouZw9cq2opf08uw7i2bGyxpIA-mfanK4O8VXzUt1hdXb0PL1ShcsSB0j7sPS?ktQyxo4O DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x5 1.5x4 1.5x4 1 3 6 2 B1 4-3-8 4-3-8 Scale=1:36.4 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 0.19 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.20 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.013n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor4-3-13ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)1=147/4-3-8,(min.0-1-8),3=147/4-3-8,(min.0-1-8) Max Horiz1=115(LC13) Max Uplift1=-13(LC16),3=-57(LC16) Max Grav1=166(LC2),3=187(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. BOTCHORD 1-3=-141/261 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to4-2-1 zone; cantilever leftandrightexposed ; endverticalleftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;LumberDOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 4)Unbalanced snow loadshavebeenconsidered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)Gable studs spacedat4-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding13 lbupliftat joint1and57 lbupliftat joint3. 9)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V05 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:45 Page: 1 ID:WzouZw9cq2opf08uw7i2bGyxpIA-mfanK4O8VXzUt1hdXb0PL1Si_sQe0kPsPS?ktQyxo4O DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x5 1.5x4 1.5x4 =3x4 1.5x4 =4x4 1.5x4 1.5x4 3x5 1 5 98 7 6 2 4 14 15 3 B1 B2 0-4-10 19-2-0 9-2-6 18-9-6 9-7-0 9-7-0 19-2-0Scale=1:51.7 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 0.32 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.22 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.41 Horiz(TL)0.015n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:64 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings19-2-0. (lb)-Max Horiz1=-183(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-226(LC17), 9=-228(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=508(LC 30),7=453(LC2),9=511(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-176/353,3-14=0/256,4-5=-130/301 BOTCHORD 1-9=-266/177,8-9=-266/177,7-8=-266/177,6-7=-266/177,5-6=-266/177 WEBS 3-7=-415/15,2-9=-368/259,4-6=-368/258 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to9-7-5,Corner(3)9-7-5 to12-7-5,Exterior(2)12-7-5 to19-2-5 zone;cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1except(jt=lb)9=228,6=225. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V06 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:46 Page: 1 ID:_9MGmGAEbMwgHAi4TqDH7UyxpI9-Er89XPPmGr5LVBGp5IXeuF_rjGmUl5J0e6kHQsyxo4N DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x4 1.5x4 1.5x4 =3x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 1 5 98 7 6 2 4 14 15 3 B1 B2 0-4-10 16-6-0 7-10-6 16-1-6 8-3-0 8-3-0 16-6-0 Scale=1:48 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 0.22 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.005n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:54 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings16-6-0. (lb)-Max Horiz1=-157(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-187(LC17), 9=-190(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=421(LC 30),7=356(LC2),9=424(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 3-7=-293/6,2-9=-312/222,4-6=-312/221 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to8-3-5,Corner(3)8-3-5 to11-3-5,Exterior(2)11-3-5 to16-6-5 zone; cantilever leftandrightexposed ; end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1except(jt=lb)9=189,6=187. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V07 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:46 Page: 1 ID:_9MGmGAEbMwgHAi4TqDH7UyxpI9-Er89XPPmGr5LVBGp5IXeuF_tNGo2l8M0e6kHQsyxo4N DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x4 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 3x4 1 5 8 7 6 2 4 13 14 3 B1 0-4-10 13-10-0 6-6-6 13-5-6 6-11-0 6-11-0 13-10-0 Scale=1:44.2 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 0.16 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.005n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:43 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS Allbearings13-10-0. (lb)-Max Horiz1=-131(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-157(LC17), 8=-160(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=352(LC 30),7=283(LC2),8=356(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 2-8=-277/200,4-6=-277/199 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to2-11-5,Exterior(2)2-11-5 to6-11-5, Corner(3)6-11-5 to9-11-5,Exterior(2)9-11-5 to13-10-5 zone; cantileverleftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1except(jt=lb)8=159,6=156. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V08 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:46 Page: 1 ID:ki?kBivp3O2UZlZP1PbhA2yxp0P-Er89XPPmGr5LVBGp5IXeuF_uEGoTlA10e6kHQsyxo4N DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x5 =4x4 1.5x4 3x5 1 3 4 9 10 2 B1 0-4-10 11-2-0 5-2-6 10-9-6 5-7-0 5-7-0 11-2-0 Scale=1:40.4 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 0.39 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.31 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.26 Horiz(TL)0.013n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:32 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=-15/11-2-0,(min.0-1-8),3=-15/11-2-0,(min.0-1-8), 4=821/11-2-0,(min.0-1-8) Max Horiz1=105(LC13) Max Uplift1=-68(LC34),3=-68(LC33),4=-197(LC16) Max Grav1=48(LC17),3=66(LC16),4=930(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-9=-179/408,2-9=-151/449,2-10=-151/449,3-10=-179/408 BOTCHORD 1-4=-408/231,3-4=-408/231 WEBS 2-4=-723/308 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to5-7-5,Corner(3)5-7-5 to8-7-5,Exterior(2)8-7-5 to11-2-5 zone; cantilever leftandrightexposed ; end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding68 lbupliftat joint1,68 lbupliftatjoint3and197 lbupliftatjoint4. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V09 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:46 Page: 1 ID:ki?kBivp3O2UZlZP1PbhA2yxp0P-Er89XPPmGr5LVBGp5IXeuF_qfGl5l7d0e6kHQsyxo4N DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x4 =4x4 1.5x4 3x4 1 3 4 109 2 B1 0-4-10 8-6-0 3-10-6 8-1-6 4-3-0 4-3-0 8-6-0 Scale=1:36.6 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 0.21 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor8-6-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=27/8-6-0,(min.0-1-8),3=27/8-6-0,(min.0-1-8),4=548/8-6-0, (min.0-1-8) Max Horiz1=-79(LC12) Max Uplift1=-19(LC34),3=-19(LC33),4=-116(LC16) Max Grav1=66(LC33),3=66(LC34),4=619(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-9=-74/265,2-10=-74/265 WEBS 2-4=-453/187 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to4-3-5,Corner(3)4-3-5 to7-3-5,Exterior(2)7-3-5 to8-6-5 zone; cantilever leftandrightexposed ;end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding19 lbupliftat joint1,19 lbupliftatjoint3and116 lbupliftat joint4. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V10 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:46 Page: 1 ID:ki?kBivp3O2UZlZP1PbhA2yxp0P-Er89XPPmGr5LVBGp5IXeuF_tXGn5lAn0e6kHQsyxo4N DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 =4x4 1.5x4 2x4 1 3 4 2 B1 0-4-10 5-10-0 2-6-6 5-5-6 2-11-0 2-11-0 5-10-0 Scale=1:32.9 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 0.08 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:16 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor5-10-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=45/5-10-0,(min.0-1-8),3=45/5-10-0,(min.0-1-8), 4=323/5-10-0,(min.0-1-8) Max Horiz1=-53(LC12) Max Uplift1=-1(LC16),3=-11(LC17),4=-57(LC16) Max Grav1=67(LC33),3=67(LC34),4=365(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersandforces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding1 lbupliftat joint1,11 lbupliftat joint3and57 lbupliftat joint4. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V11 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:46 Page: 1 ID:kC3V48mw7rk3iGthQFjbPyyxq_a-Er89XPPmGr5LVBGp5IXeuF_vTGoZlBp0e6kHQsyxo4N DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 =3x4 2x4 1 3 2 B1 0-4-10 3-2-0 1-2-6 2-9-6 1-7-0 1-7-0 3-2-0 Scale=1:30.5 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:7 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-2-0ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)1=112/3-2-0,(min.0-1-8),3=112/3-2-0,(min.0-1-8) Max Horiz1=-27(LC12) Max Uplift1=-17(LC16),3=-17(LC17) Max Grav1=127(LC2),3=127(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding17 lbupliftat joint1and17 lbupliftat joint3. 10)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V12 Valley 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:46 Page: 1 ID:4AtO7sq3yNMLp1leDoJm6?yxq_V-Er89XPPmGr5LVBGp5IXeuF_wmGp1lBf0e6kHQsyxo4N DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 3x4 =4x4 1.5x4 3x4 1 3 4 109 2 B1 0-4-10 9-2-5 4-2-9 8-9-12 4-7-3 4-7-3 9-2-5 Scale=1:37.6 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 0.25 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.21 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:26 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor9-2-5ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=18/9-2-5,(min.0-1-8),3=18/9-2-5,(min.0-1-8),4=614/9-2-5, (min.0-1-8) Max Horiz1=-86(LC12) Max Uplift1=-30(LC34),3=-30(LC33),4=-135(LC16) Max Grav1=62(LC33),3=62(LC34),4=694(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-9=-115/268,2-9=-92/308,2-10=-92/308,3-10=-115/268 BOTCHORD 1-4=-282/168,3-4=-282/168 WEBS 2-4=-518/216 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-0-5 to3-0-5,Exterior(2)3-0-5 to4-7-8,Corner(3)4-7-8 to7-7-8,Exterior(2)7-7-8 to9-2-11 zone; cantilever leftandrightexposed ; end verticalleftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding30 lbupliftat joint1,30 lbupliftatjoint3and135 lbupliftatjoint4. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V13 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:47 Page: 1 ID:LsgcFW6s6ekyaEm2Eev6reyxpcu-i1iYllQO19DC7Lr?f02tQSX2dg6tUcd9tmUryIyxo4M DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 =4x4 1.5x4 2x4 1 3 4 2 B1 0-4-10 6-6-5 2-10-9 6-1-12 3-3-3 3-3-3 6-6-5 Scale=1:33.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a-n/a 999 MT20197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-6-5ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommendsthatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide.REACTIONS (lb/size)1=43/6-6-5,(min.0-1-8),3=43/6-6-5,(min.0-1-8),4=377/6-6-5, (min.0-1-8) Max Horiz1=-60(LC12) Max Uplift3=-9(LC17),4=-70(LC16) Max Grav1=69(LC33),3=69(LC34),4=425(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 2-4=-289/114 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersandforces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof thetrussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(groundsnow);Pf=15.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.;Ct=1.10 5)Unbalanced snow loadshavebeenconsidered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 9)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding9 lbupliftat joint3and70 lbupliftat joint4. 10)This truss is designed inaccordancewith the2012 International ResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V14 Valley 1 1 JobReference(optional) Run:8.31 S May222019Print:8.310 S May222019MiTek Industries, Inc.MonJul1515:30:47 Page: 1 ID:XKTvPLG4V7qK5?6VsoeckuyxpbO-i1iYllQO19DC7Lr?f02tQSX4pg8SUdr9tmUryIyxo4M DE Job # 67623-W1 Dansco Engineering, LLC Date: 7/16/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 9 12 2x4 =3x4 2x4 1 3 2 B1 0-4-10 3-10-5 1-6-9 3-5-12 1-11-3 1-11-3 3-10-5 Scale=1:31.2 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 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a-n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a-n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.003n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:9 lb FT=20% LUMBER TOPCHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-10-5ocpurlins. BOTCHORDRigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size)1=137/3-10-5,(min.0-1-8),3=137/3-10-5,(min.0-1-8) Max Horiz1=-34(LC12) Max Uplift1=-20(LC16),3=-20(LC17) Max Grav1=154(LC2),3=154(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.Forstudsexposed to wind(normal totheface), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:LumberDOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:Lumber DOL=1.15Plate DOL=1.15);Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding20 lbupliftat joint1and20 lbupliftat joint3. 10)This truss is designed inaccordance with the2012 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot23 1904018-12T V15 Valley 1 1 Job Reference(optional) Run:8.31 S May222019 Print:8.310 S May222019MiTekIndustries,Inc.MonJul1515:30:47 Page: 1 ID:XKTvPLG4V7qK5?6VsoeckuyxpbO-i1iYllQO19DC7Lr?f02tQSX44g8vUev9tmUryIyxo4M