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HomeMy WebLinkAbout42240030 - WWC 30 - Truss DetailsDE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc. Job: 1904362-12T 66 truss design(s) 69971-W1 10/22/19 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 # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =3x4 =3x4 =4x4 =3x4 13123222120191817161514 122 26 29 27 3 11 4 10242825 5 9 6 8 7 B1 B2 ST5 ST5 0-10-12 -0-10-12 0-10-12 21-10-12 10-6-0 10-6-0 10-6-0 21-0-0 21-0-0Scale = 1:50.4 Plate Offsets(X,Y):[2:0-2-1,0-1-8], [12:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.01 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:113 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. JOINTS 1Braceat Jt(s):24,25,29 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings21-0-0. (lb)-Max Horiz2=-248(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)15,17,19,20,22,2except 14=-113(LC17),16=-103(LC17),23=-115(LC16) Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,22,23,2,12 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-318/194,11-12=-304/196 BOT CHORD 2-23=-189/299,22-23=-189/299,21-22=-189/299,20-21=-189/299,19-20=-189/299,18-19=-190/299,17-18=-190/299, 16-17=-189/299,15-16=-189/299,14-15=-189/299,12-14=-189/299 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)-0-10-12 to2-1-4,Exterior(2)2-1-4 to10-6-0,Corner(3)10-6-0 to13-6-0,Exterior(2)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat2-9-8oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,19,17,20,22,15,2except(jt=lb)23=115,16=102, 14=113. 12)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 GE01 1 11904362-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:43 Page: 1 ID:tTQkxUXCqR?uJ?cAuixEoByYMLt-a8fMVTwZcYqyhMJBExGGyV3Kk46dhVXbRlSWayyRAlM DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 3x4 =3x4 3x4 3x4 1 22 21 20 19 18 17 16 15 14 13 122 113 104 95 24 23 86 7 B1 1-10-12 -1-10-12 7-9-0 7-9-0 7-9-0 15-6-0 15-6-0Scale = 1:45.7 Plate Offsets(X,Y):[7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:80 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings15-6-0. (lb)-Max Horiz22=231(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)15,20except13=-223(LC 15),14=-282(LC17),16=-123(LC17),19=-122(LC16), 21=-227(LC13),22=-178(LC12) Max GravAllreactions250(lb)or lessat joint(s)15,16,17,18,19,20, 21except13=310(LC17),14=266(LC31),22=424(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-22=-393/168 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)-1-10-12 to1-1-4,Exterior(2)1-1-4 to7-9-0,Corner(3)7-9-0 to10-9-0,Exterior(2)10-9-0 to15-4-4 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)20,15except(jt=lb)22=177,13=222,19=121,21=227, 16=123,14=282. 13)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 GE02 1 11904362-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:43 Page: 1 ID:2m4kfVdJUuuTsFh9qixOD4yYOVw-a8fMVTwZcYqyhMJBExGGyV3GJ468hVIbRlSWayyRAlM DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3 12 =3x4 1.5x4 1.5x4 1 4 2 9 10 3 B1 1-2-12 -1-2-12 5-0-0 5-0-0 5-0-0 Scale = 1:25.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=242/5-0-0,(min.0-1-8),4=167/5-0-0,(min.0-1-8), 5=242/5-0-0,(min.0-1-8) Max Horiz2=62(LC15),5=62(LC15) Max Uplift2=-96(LC12),4=-39(LC16),5=-96(LC12) Max Grav2=277(LC2),4=188(LC2),5=277(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)-1-2-12 to1-9-4,Exterior(2)1-9-4 to4-10-4zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-Cformembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10;Min. flatroof snow loadgoverns. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding96 lbupliftat joint2,39 lbupliftatjoint4and96 lbupliftat joint2. 10)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 GE03 1 11904362-12T Jack-ClosedSupportedGable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:44 Page: 1 ID:aZWMS9chjamcF56yG_Q9gsyYOVx-2KDkjpxBNsypJVuNnenVUjcSNTQnQzHlgPC46OyRAlL DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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 12 3x8 1.5x4 1.5x4 3x6 3x5 8 7 6 1 2 9 3 4 10 5 B1 1-4-12 -1-4-12 3-10-0 3-10-0 2-9-0 6-7-0 3-10-0 Scale = 1:29.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:17 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)6=311/3-10-0,(min.0-1-8),7=8/3-10-0,(min.0-1-8), 8=157/3-10-0,(min.0-1-8) Max Horiz8=100(LC12) Max Uplift6=-175(LC13),7=-140(LC22),8=-47(LC12) Max Grav6=446(LC22),7=71(LC7),8=198(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 4-6=-443/466 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- C Corner(3)-1-4-12 to1-7-4,Exterior(2)1-7-4 to6-7-0 zone;cantileverleftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown; Lumber DOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Gablerequires continuousbottom chordbearing. 7)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding47 lbupliftat joint8,175 lbupliftat joint6and140 lbupliftat joint7. 11)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 GE04 1 11904362-12T MonopitchSupported Gable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:44 Page: 1 ID:JjVjn_gabYGI9_iQHbNxQYyYOvg-2KDkjpxBNsypJVuNnenVUjcNMTSWQyylgPC46OyRAlL DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =3x4 2x4 5 4 1 6 2 7 8 3 B1 0-9-12 -0-9-12 3-11-4 3-11-4 3-11-4Scale = 1:33.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.02 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.03 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.04 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=84/Mechanical,(min.0-1-8),4=41/Mechanical,(min.0-1-8), 5=187/0-6-0,(min.0-1-8) Max Horiz5=141(LC16) Max Uplift3=-107(LC16),4=-8(LC16) Max Grav3=119(LC30),4=72(LC7),5=214(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-9-12 to2-2-4, Interior(1)2-2-4 to3-10-8 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding107 lbupliftatjoint3and8 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J01 16 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:44 Page: 1 ID:WDcRs5GXicIvm_mcwTr3EIyYTd1-2KDkjpxBNsypJVuNnenVUjcRQTQXQzHlgPC46OyRAlL DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 2x4 1.5x4 3x4 =4x487 1 9 2 6 5 3 10 4 B1 B3 1-11-0 0-9-12 -0-9-12 1-7-0 3-11-4 2-4-4 2-4-4 1-5-4 3-11-4 2-6-0 2-6-0 Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)0.02 7>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)-0.03 7>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.02 4 n/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 TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=70/Mechanical,(min.0-1-8),5=56/Mechanical,(min.0-1-8), 8=187/0-6-0,(min.0-1-8) Max Horiz8=141(LC16) Max Uplift4=-68(LC16),5=-48(LC16) Max Grav4=94(LC30),5=76(LC30),8=214(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-9-12 to2-3-2, Interior(1)2-3-2 to3-10-8 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding68 lbupliftat joint4and48 lbupliftat joint5. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J02 2 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:44 Page: 1 ID:WDcRs5GXicIvm_mcwTr3EIyYTd1-2KDkjpxBNsypJVuNnenVUjcULTR9QzHlgPC46OyRAlL DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =3x4 2x4 5 4 1 6 2 7 8 3 B1 0-9-12 -0-9-12 3-11-4 3-11-4 3-11-4Scale = 1:33.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.02 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.03 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.04 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=84/Mechanical,(min.0-1-8),4=41/Mechanical,(min.0-1-8), 5=187/0-6-0,(min.0-1-8) Max Horiz5=141(LC16) Max Uplift3=-107(LC16),4=-8(LC16) Max Grav3=119(LC30),4=72(LC7),5=214(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-9-12 to2-2-4, Interior(1)2-2-4 to3-10-8 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding107 lbupliftatjoint3and8 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J03 14 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:45 Page: 1 ID:59TjEt2MISL4NT3zxQpJXyyYMUG-WWn6w9yp894gxfTZLMIk1w8cAtmm9PXuv3xdeqyRAlK DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 3x4 1.5x4 3x4 =3x487 1 9 2 65 10 3 4 B1 B3 2-11-0 0-9-12 -0-9-12 0-7-0 3-11-4 3-4-4 3-4-4 0-5-4 3-11-4 3-6-0 3-6-0 Scale = 1:34.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)0.01 7-8>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.01 7-8>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.02 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:17 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=21/Mechanical,(min.0-1-8),5=104/Mechanical,(min. 0-1-8),8=187/0-6-0,(min.0-1-8) Max Horiz8=141(LC16) Max Uplift5=-139(LC16) Max Grav4=29(LC7),5=155(LC30),8=214(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-9-12 to2-2-4, Interior(1)2-2-4 to3-10-8 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding139 lbupliftatjoint5. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J04 2 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:45 Page: 1 ID:R7HcHa5V7__NUExwk_OUE?yYMUB-WWn6w9yp894gxfTZLMIk1w8fstmq9PXuv3xdeqyRAlK DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 2x4 5 4 1 2 3 B1 0-9-12 -0-9-12 2-5-9 2-5-9 2-5-9 Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)0.00 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)-0.01 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:9 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-5-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=47/Mechanical,(min.0-1-8),4=22/Mechanical,(min.0-1-8), 5=139/0-6-0,(min.0-1-8) Max Horiz5=91(LC16) Max Uplift3=-71(LC16),4=-12(LC16) Max Grav3=71(LC30),4=43(LC7),5=160(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding71 lbupliftat joint3and12 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J05 1 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:45 Page: 1 ID:o44VKH9dxXcfa0quWX_fx3yYMU6-WWn6w9yp894gxfTZLMIk1w8fVtoT9PXuv3xdeqyRAlK DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 1.5x4 2x4 5 4 1 2 3 B1 0-9-12 -0-9-12 1-0-12 1-0-12 1-0-12 Scale = 1:27.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL)0.00 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)0.00 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:5 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-0-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=2/Mechanical,(min.0-1-8),4=4/Mechanical,(min.0-1-8), 5=106/0-6-0,(min.0-1-8) Max Horiz5=52(LC13) Max Uplift3=-32(LC16),4=-19(LC16) Max Grav3=20(LC14),4=24(LC14),5=138(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint4and32 lbupliftat joint3. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J06 1 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:45 Page: 1 ID:dERmbLEOXNMpIxH1tn53AKyYMU0-WWn6w9yp894gxfTZLMIk1w8gctpU9PXuv3xdeqyRAlK DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.73 12 2x4 3x4 2x4 3x5 =4x68 12 13 14 7 1 2 6 5 9 10 11 3 4 B1 B3 5-4-2 1-5-0 -1-5-0 0-10-14 6-8-4 5-9-6 5-9-6 0-9-2 6-8-4 5-11-2 5-11-2 Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.05 7-8>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(TL)-0.08 7-8>915180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.04 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:23 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=67/Mechanical,(min.0-1-8),5=182/Mechanical,(min. 0-1-8),8=221/0-9-6,(min.0-1-8) Max Horiz8=117(LC12) Max Uplift4=-51(LC34),5=-148(LC12),8=-132(LC16) Max Grav4=102(LC26),5=218(LC44),8=252(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftexposed ; end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding132 lbupliftatjoint8,51 lbupliftat joint4and148 lbupliftat joint5. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)74 lbdownand27 lbupat1-11-2,and101 lbdownand56 lbupat 3-3-11,and88 lbdownand76lbupat4-4-7on top chord,and20 lbdownand23 lbupat1-11-2,and11 lbdownand15 lbupat3-3-11,and19lbdownand25 lbupat 4-4-7onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:12=1(F),13=0(B),14=-1(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=-42(F=4,B=4),10=-42(F=4,B=4)-to-11=-56(F=-3,B=-3),11=-56(F=-3,B=-3)- to-3=-73(F=-11,B=-11),3=-73(F=-11,B=-11)-to-4=-85(F=-17,B=-17),8=0(F=10,B=10)-to-12=-9(F=5,B=5),12=-9(F=5,B=5)-to-13=-16(F=2,B=2),13=-16 (F=2,B=2)-to-14=-22(F=-1,B=-1),14=-22(F=-1,B=-1)-to-7=-29(F=-5,B=-5),6=-29(F=-5,B=-5)-to-5=-33(F=-7,B=-7) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J07 1 11904362-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:45 Page: 1 ID:w7QGBMk6tzX_jEwwmuKgLzyYMTN-WWn6w9yp894gxfTZLMIk1w8dptjt9PXuv3xdeqyRAlK DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 2x4 2x4 5 4 1 2 6 3 B1 1-2-12 -1-2-12 2-8-1 2-8-1 2-8-1 Scale = 1:28.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)0.00 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)-0.01 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:9 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=46/Mechanical,(min.0-1-8),4=21/Mechanical,(min.0-1-8), 5=177/0-6-0,(min.0-1-8) Max Horiz5=74(LC16) Max Uplift3=-53(LC16),4=-2(LC16),5=-19(LC16) Max Grav3=65(LC30),4=45(LC7),5=204(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-7-5zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint5,53 lbupliftatjoint3and2 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J08 1 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:45 Page: 1 ID:Gka1P?mxjOSL7xoY55uw56yYMUd-WWn6w9yp894gxfTZLMIk1w8fytot9PXuv3xdeqyRAlK DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.73 12 2x4 3x4 5 4 1 2 6 3 B1 1-5-0 -1-5-0 3-1-5 3-1-5 0-0-9 0-0-9 3-0-12 3-1-5 Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)0.00 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)0.01 4-5>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=23/Mechanical,(min.0-1-8),4=5/Mechanical,(min.0-1-8), 5=137/0-9-6,(min.0-1-8) Max Horiz5=71(LC11) Max Uplift3=-61(LC16),4=-6(LC28),5=-53(LC16) Max Grav3=27(LC2),4=35(LC7),5=189(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftexposed ; end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding53 lbupliftat joint5,61 lbupliftatjoint3and6 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-32(F=10,B=10),6=-32(F=10,B=10)-to-3=-39(F=6,B=6),5=0(F=10,B=10)-to-4=-16(F=2,B=2) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J09 1 11904362-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:46 Page: 1 ID:LLIWu62rLQul?4yhUPKyJwyYLw6-_jLV7VyRuTCXYp2mv3pzZ8hpGH8dusn28jhAAHyRAlJ DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 2x4 2x4 5 4 1 2 6 3 B1 1-2-12 -1-2-12 2-4-8 2-4-8 2-4-8 Scale = 1:27.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)0.00 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)0.00 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=37/Mechanical,(min.0-1-8),4=17/Mechanical,(min.0-1-8), 5=169/0-6-0,(min.0-1-8) Max Horiz5=67(LC16) Max Uplift3=-46(LC16),4=-3(LC16),5=-19(LC16) Max Grav3=54(LC30),4=39(LC7),5=195(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-3-12 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint5,46 lbupliftatjoint3and3 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J10 8 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:46 Page: 1 ID:zoa4UcOm1klAsuy1vHfnqXyRB_F-_jLV7VyRuTCXYp2mv3pzZ8hqjH8Iusn28jhAAHyRAlJ DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 5.73 12 1.5x4 1.5x4 5 4 1 2 6 3 B1 1-4-5 -1-4-5 2-9-12 2-9-12 2-9-12 Scale = 1:27.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)0.00 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)0.00 4-5>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.01 3 n/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 TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=16/Mechanical,(min.0-1-8),4=6/Mechanical,(min.0-1-8), 5=122/0-10-0,(min.0-1-8) Max Horiz5=68(LC11) Max Uplift3=-63(LC16),4=-5(LC16),5=-51(LC16) Max Grav3=28(LC8),4=33(LC7),5=171(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftexposed ; end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding51 lbupliftat joint5,63 lbupliftatjoint3and5 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-30(F=10,B=10),6=-30(F=10,B=10)-to-3=-36(F=8,B=8),5=0(F=10,B=10)-to-4=-14(F=3,B=3) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 J11 2 11904362-12T Jack-Open Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:46 Page: 1 ID:1yWBCYnrVZndipPAn?EH7HyRAzl-_jLV7VyRuTCXYp2mv3pzZ8hpxH8Kusn28jhAAHyRAlJ DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =2x4 =3x4 =3x4 =2x4 61 52 43 T2 B1 0-9-12 0-9-12 0-9-12 5-1-5 0-9-14 2-11-9 1-4-0 4-3-9 1-4-0 2-1-11 3-5-13 Scale = 1:24.8 Plate Offsets(X,Y):[3:0-2-0,Edge], [4:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings3-5-13. (lb)-Max Horiz2=-26(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2, 5 Max GravAllreactions250(lb)or lessat joint(s)2, 5 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,5,2,5. 12)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 P01 2 11904362-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:46 Page: 1 ID:k?S758m5ri2lPaRgwQzVx1yYOsz-_jLV7VyRuTCXYp2mv3pzZ8hsTH8Kusn28jhAAHyRAlJ DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =2x4 =3x4 =2x4 51 42 3 B1 0-9-12 0-9-12 0-9-12 5-1-5 1-8-15 4-3-9 1-8-15 2-6-10 3-5-13 Scale = 1:24.7 Plate Offsets(X,Y):[3:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings3-5-13. (lb)-Max Horiz2=35(LC15) Max UpliftAlluplift100(lb)or lessat joint(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)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,4,2,4. 11)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 P02 12 11904362-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:25:46 Page: 1 ID:sECcFmjboTYJwy7vhavZnByYOt1-_jLV7VyRuTCXYp2mv3pzZ8hsHH9Uusn28jhAAHyRAlJ DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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. MT18HS3x10 =5x8 =6x10 2x4 4x4 =8x8 =4x10 =5x8 =4x4 =4x4 =4x8 2x4 =4x8 =6x8 =4x4 =5x6 =4x8 =5x6 =5x8 =5x8 MT18HS3x10 19 41 42 1843 1744 45 1646 47 4815 49 1450 13 51 52 1253 54 55 11 21 39 4020 1 22 232 24 25 326 27 28 4295 30 316 32 33 7 348 35 936 37 3810 T1 T3T2 B1 B3 B5B4 3-7-12 3-7-12 5-1-13 8-9-9 5-5-5 19-8-4 5-5-5 14-2-15 5-5-5 25-1-9 5-5-5 30-6-15 5-7-1 36-2-0 3-6-0 3-6-0 5-3-9 8-9-9 5-5-5 19-8-4 5-5-5 25-1-9 5-5-5 14-2-15 5-5-5 30-6-15 5-7-1 36-2-0 Scale=1:61.8 PlateOffsets(X,Y):[12:0-3-8,0-2-8], [18:0-3-8,0-4-0], [20:0-3-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.77 Vert(LL)0.4415-16>984240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.92 Vert(TL)-0.6115-16>707180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.99 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:210 lbFT=20% LUMBER TOP CHORD 2x6SPFNo.2 BOT CHORD 2x6SPFNo.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W2,W4,W6:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-1-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-6-3ocbracing. WEBS 1Rowatmidpt 10-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1883/Mechanical,(min.0-1-8),21=1884/Mechanical,(min. 0-1-8) Max Uplift11=-1194(LC8),21=-1191(LC8) Max Grav11=1995(LC2),21=1992(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-21=-1853/1118,1-22=-2193/1320,22-23=-2193/1320,2-23=-2193/1320,2-24=-2187/1318,24-25=-2187/1318, 3-25=-2187/1318,3-26=-4506/2695,26-27=-4506/2695,27-28=-4506/2695,4-28=-4506/2695,4-29=-4678/2796, 5-29=-4678/2796,5-30=-4678/2796,30-31=-4678/2796,6-31=-4678/2796,6-32=-4678/2796,32-33=-4678/2796, 7-33=-4678/2796,7-34=-3997/2391,8-34=-3997/2391,8-35=-3997/2391,9-35=-3997/2391,9-36=-2471/1479, 36-37=-2471/1479,37-38=-2471/1479,10-38=-2471/1479,10-11=-1909/1189 BOTCHORD 2-20=-320/252,19-41=-201/355,41-42=-201/355,18-42=-201/355,18-43=-2075/3470,17-43=-2075/3470, 17-44=-2075/3470,44-45=-2075/3470,16-45=-2075/3470,16-46=-2695/4506,46-47=-2695/4506,47-48=-2695/4506, 15-48=-2695/4506,15-49=-2391/3997,14-49=-2391/3997,14-50=-2391/3997,13-50=-2391/3997,13-51=-1479/2471, 51-52=-1479/2471,12-52=-1479/2471 WEBS 1-20=-1671/2775,18-20=-1909/3174,3-20=-1463/862,3-18=-465/399,3-16=-757/1265,4-16=-548/438,6-15=-433/371, 7-15=-496/831,7-13=-900/646,9-13=-1114/1863,9-12=-1540/1047,10-12=-1788/2988 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;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(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 3)Unbalanced snowloadshavebeenconsidered for thisdesign. 4)Provideadequatedrainage topreventwaterponding. 5)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1191 lbupliftat joint21and1194 lbupliftatjoint11. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T01 1 11904362-12T RoofSpecialGirder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:25:49 Page: 1 ID:7XcIDlgHOFvRhpdvjrwGxmyYTbD-SvvtLrz3fnKNAzdyTmKC6LErshGId4eBMNQkjjyRAlI Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)96 lbdownand59 lbupat1-1-4,96lbdownand59 lbupat3-1-4,112 lb downand98lbupat5-1-4,112 lbdownand98 lbupat7-1-4,112 lbdownand98 lbupat9-1-4,112 lbdownand98lbupat11-1-4,112 lbdownand98 lbupat13-1-4, 112 lbdownand98 lbupat15-1-4,112 lbdownand98 lbupat17-1-4,112 lbdownand98 lbupat19-1-4,112 lbdownand98 lbupat21-1-4,112 lbdownand98 lbupat 23-1-4,112 lbdownand98lbupat25-1-4,112 lbdownand98lbupat27-1-4,112lbdownand98lbupat29-1-4,112lbdownand98 lbupat31-1-4,and112 lbdown and98 lbupat33-1-4,and111 lbdownand99 lbupat35-1-4on top chord,and54 lbdownand67lbupat1-1-4,54 lbdownand68 lbupat3-1-4,38lbdownand28 lbup at5-1-4,38 lbdownand28 lbupat7-1-4,38lbdownand28 lbupat9-1-4,38 lbdownand28 lbupat11-1-4,38 lbdownand28 lbupat13-1-4,38 lbdownand28 lbup at15-1-4,38 lbdownand28lbupat17-1-4,38 lbdownand28lbupat19-1-4,38 lbdownand28lbupat21-1-4,38 lbdownand28lbupat23-1-4,38 lbdownand28lb upat25-1-4,38 lbdownand28 lbupat27-1-4,38 lbdownand28 lbupat29-1-4,38 lbdownand28 lbupat31-1-4,and38lbdownand28 lbupat33-1-4,and39 lb downand27lbupat35-1-4onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. 11)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-10=-61,20-21=-20,11-19=-20 ConcentratedLoads(lb) Vert:7=-26(B),13=-22(B),22=-15(B),23=-14(B),24=-26(B),25=-26(B),26=-26(B),27=-26(B),28=-26(B),29=-26(B),30=-26(B),31=-26(B),32=-26(B), 33=-26(B),34=-26(B),35=-26(B),36=-26(B),37=-26(B),38=-29(B),39=-36(B),40=-36(B),41=-22(B),42=-22(B),43=-22(B),44=-22(B),45=-22(B), 46=-22(B),47=-22(B),48=-22(B),49=-22(B),50=-22(B),51=-22(B),52=-22(B),53=-22(B),54=-22(B),55=-22(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T01 1 11904362-12T RoofSpecialGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:25:49 Page: 2 ID:7XcIDlgHOFvRhpdvjrwGxmyYTbD-SvvtLrz3fnKNAzdyTmKC6LErshGId4eBMNQkjjyRAlI DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 =6x6 =6x10 2x4 3x4 =5x6 =3x8 =3x6 =3x8 1.5x4 =4x6 =4x6 =3x4 =4x4 =6x6 =3x4 4x4 =3x6 3x4 17 16 15 14 13 12 11 10 91918 25248 1 2 3 20 4 5 21 6 22 23 7 T1 T2 B1 B3 B5B4 3-7-123-7-12 4-1-331-9-5 4-4-1136-2-05-10-129-6-8 6-0-815-7-1 6-0-821-7-9 6-0-827-8-1 3-6-03-6-0 6-0-815-7-1 6-0-821-7-96-0-89-6-8 6-2-427-9-13 8-4-336-2-0 Scale =1:63.5 Plate Offsets(X,Y):[16:0-3-0,0-1-12], [18:0-4-8,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.96 Vert(LL)-0.1712-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.69 Vert(TL)-0.3912-15>999180 TCDL 10.0 RepStress Incr YES WB 0.88 Horiz(TL)0.11 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:180 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W3,W7,W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-9-4ocbracing. WEBS 1Rowatmidpt 3-18,8-10,6-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1376/Mechanical,(min.0-1-8),19=1440/Mechanical, (min.0-1-8) MaxHoriz19=-206(LC12) MaxUplift10=-160(LC12),19=-296(LC12) Max Grav10=1442(LC34),19=1781(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-19=-1722/307,1-2=-1224/225,2-3=-1226/227,3-20=-2650/452,4-20=-2650/452,4-5=-2650/452,5-21=-2650/452, 6-21=-2650/452,6-22=-2641/443,22-23=-2638/443,7-23=-2638/444,7-8=-2126/358,9-25=-289/43,9-10=-275/70 BOTCHORD 2-18=-473/151,15-16=-363/2148,14-15=-350/2638,13-14=-350/2638,12-13=-350/2638,11-12=-188/1840, 10-11=-252/1640 WEBS 1-18=-346/2018,3-18=-1175/238,7-12=-265/1098,7-11=-26/274,8-11=-187/288,8-10=-1909/314,16-18=-361/2041, 3-15=-126/687,5-15=-358/169,6-12=-642/248 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-7-12, Interior(1)3-7-12 to27-8-1,Exterior(2)27-8-1 to32-9-7, Interior(1)32-9-7 to36-0-4 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 live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding296 lbupliftatjoint19and160lbupliftat joint10. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T02 1 11904362-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:50 Page: 1 ID:kwksqgui3n5Km5hGVUEPOZyYTYL-sUa?zs?yyiiy1QLX8vuvk_sJBuMZqT2d2KfOJ2yRAlF DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3x4 =3x5 4x6 2x4 =6x8 =4x4 =5x12 =4x4 =3x4 =3x6 =3x6 =3x8 1.5x4 =3x6 =6x6 =3x4 3x5 =5x6 4x6 =3x4 18 17 16 15 14 13 12 11 10 920 29 19 28271 82621 2 4 5 623 24 2522 73 T2 T3 B1 B3 B5B4 3-2-76-10-33-7-123-7-12 5-11-424-9-135-11-412-9-8 6-1-018-10-8 5-9-1436-2-05-6-630-4-2 3-2-76-8-73-6-03-6-0 5-4-1030-4-2 5-9-1436-2-06-1-024-11-96-1-018-10-86-1-012-9-8 Scale =1:71.9 Plate Offsets(X,Y):[3:0-6-0,0-0-9], [9:Edge,0-1-12], [10:Edge,0-1-8], [19:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)-0.1214-16>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.54 Vert(TL)-0.2712-14>999180 TCDL 10.0 RepStress Incr YES WB 0.73 Horiz(TL)0.09 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:194 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W5,W6,W7:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 2-20 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1349/Mechanical,(min.0-1-8),20=1371/Mechanical, (min.0-1-8) MaxHoriz20=-223(LC12) MaxUplift10=-141(LC17),20=-103(LC13) Max Grav10=1488(LC38),20=1501(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1284/327,3-22=-1958/378,22-23=-1958/378,4-23=-1961/378,4-5=-2107/401,5-6=-2107/401,6-24=-2110/402, 24-25=-2108/402,7-25=-2107/403,7-26=-1957/371,8-26=-1963/339,8-27=-1908/323,27-28=-1915/310, 28-29=-2031/303,9-29=-2038/288,9-10=-1427/247 BOTCHORD 19-20=-219/1125,2-19=-112/772,16-17=-190/1234,15-16=-246/1958,14-15=-246/1958,13-14=-150/1672, 12-13=-150/1672,11-12=-222/1670 WEBS 17-19=-185/1270,3-17=-361/131,3-16=-209/1155,7-14=-202/693,7-12=-42/387,8-12=-436/176,9-11=-177/1562, 2-20=-1808/253,4-16=-775/238,4-14=-64/264,6-14=-598/191 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)4-7-12 to8-1-12, Interior(1)8-1-12 to11-4-3,Exterior(2)11-4-3 to16-5-9, Interior(1)16-5-9 to29-3-13,Exterior(2)29-3-13 to34-5-3,Interior(1)34-5-3 to 40-6-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding141 lbupliftatjoint10and103lbupliftat joint20. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T03 1 11904362-12T Hip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:50 Page: 1 ID:HYllKmV3H9OEmnWtR_78Q6yYTXZ-sUa?zs?yyiiy1QLX8vuvk_sOkuOuqVJd2KfOJ2yRAlF DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3x4 4x6 =6x8 3x4 3x4 =4x4 =5x12 =3x8 1.5x4 =3x6 =3x6 =6x6 =3x4 3x5 =5x6 3x8 4x6 =3x4 16 15 14 13 12 11 10 9 81817 277 1 19 6262 2520 422 232421 53 T2 B1 B3 B5B4 3-7-12 3-7-12 6-1-8 15-10-0 6-1-8 21-11-8 6-0-12 9-8-8 6-11-8 28-11-0 7-3-0 36-2-0 3-6-0 3-6-0 6-0-12 9-6-12 6-3-4 15-10-0 6-3-4 22-1-4 6-9-12 28-11-0 7-3-0 36-2-0 Scale =1:63.5 Plate Offsets(X,Y):[3:0-6-0,0-0-9], [8:0-3-0,0-1-8], [9:Edge,0-1-8], [17:0-2-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.84 Vert(LL)-0.0810-11>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(TL)-0.2310-11>999180 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.07 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:195 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPF No.2*Except*W4,W9,W11,W10,W1,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 3-17,3-15,4-14,5-14,6-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1324/Mechanical,(min.0-1-8),18=1339/Mechanical,(min. 0-1-8) MaxHoriz18=-267(LC12) MaxUplift9=-168(LC17),18=-120(LC16) Max Grav9=1533(LC38),18=1553(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-19=-1302/228,2-19=-1162/236,2-20=-1403/342,3-20=-1251/375,3-21=-1523/375,21-22=-1524/375,4-22=-1526/375, 4-23=-1526/375,23-24=-1526/375,5-24=-1523/375,5-25=-1592/366,25-26=-1744/329,6-26=-1765/325,6-7=-1989/322, 7-27=-2126/298,8-27=-2217/298,8-9=-1462/248,1-18=-1502/243 BOTCHORD 2-17=-511/250,14-15=-134/1148,13-14=-98/1376,12-13=-98/1376,11-12=-98/1376,10-11=-205/1836 WEBS 15-17=-137/1076,3-17=-368/194,3-14=-170/669,4-14=-670/212,5-14=-187/287,5-11=-61/493,6-11=-607/229, 8-10=-146/1625,1-17=-197/1324 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)4-7-12 to8-0-14, Interior(1)8-0-14 to14-2-8,Exterior(2)14-2-8 to19-3-14, Interior(1)19-3-14 to26-5-8,Exterior(2)26-5-8 to31-6-14, Interior(1)31-6-14 to 40-6-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding120 lbupliftatjoint18and168lbupliftat joint9. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T04 1 11904362-12T Hip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:51 Page: 1 ID:WHo9Drcj9wXzL9icSNnFH0yYTXQ-Lg8NBC0aj?qpfawjicP8GBOVmIk2Zz5nH_OxsUyRAlE DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3x4 4x6 =5x12 2x4 2x4 =4x4 3x10 =3x4 =6x6 =3x6 =5x6 =3x8 =3x6 3x4 =3x4 4x4 3x6 =3x6 3x5 17 16 15 14 13 12 11 10 91918 828 1 72720 2 21 626223 52324254 T2 B1 B3 B3B4 4-4-108-0-6 4-6-612-6-133-7-123-7-12 5-7-230-3-66-6-719-1-3 5-7-224-8-5 5-10-1036-2-0 3-6-03-6-0 4-4-1012-5-14-6-68-0-6 6-9-1519-2-15 8-2-1427-5-14 8-8-236-2-0 Scale =1:71.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.93 Vert(LL)-0.1310-11>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.71 Vert(TL)-0.3510-11>999180 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.09 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:205 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPF No.2*Except*W11,W13,W12,W1,W2,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 3-18,3-15,4-15,6-13,7-10,3-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1299/Mechanical,(min.0-1-8),19=1307/Mechanical, (min.0-1-8) MaxHoriz19=-310(LC12) MaxUplift10=-190(LC17),19=-148(LC16) Max Grav10=1586(LC38),19=1676(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-20=-1418/211,2-20=-1307/222,2-21=-1457/295,21-22=-1358/296,3-22=-1274/310,3-4=-1523/359,4-23=-1360/360, 23-24=-1360/360,24-25=-1360/360,5-25=-1360/360,5-26=-1692/369,6-26=-1713/335,6-27=-2222/357, 7-27=-2233/323,7-28=-294/108,8-28=-298/93,8-9=-337/89,9-10=-298/117,1-19=-1626/233 BOTCHORD 18-19=-256/293,2-18=-345/175,15-16=-82/1279,14-15=-48/1225,13-14=-48/1225,12-13=-134/1741,11-12=-134/1741, 10-11=-219/1883 WEBS 4-15=-76/288,4-13=-112/326,5-13=-30/459,6-13=-663/254,6-11=-55/341,7-10=-2101/237,1-18=-177/1443, 16-18=-82/1227 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)4-7-12 to8-0-14, Interior(1)8-0-14 to17-0-13,Exterior(2)17-0-13 to22-2-3, Interior(1)22-2-3 to23-7-3,Exterior(2)23-7-3 to28-8-9, Interior(1)28-8-9 to 40-6-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding148 lbupliftatjoint19and190lbupliftat joint10. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T05 1 11904362-12T Hip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:51 Page: 1 ID:2dHe87?PO2hHoEjyuot_7zyYTWv-Lg8NBC0aj?qpfawjicP8GBOUMIhZZz4nH_OxsUyRAlE DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3x4 4x6 =5x12 2x4 2x4 =4x6 3x10 =3x4 =5x6 =3x6 =5x6 =3x8 =3x6 3x4 =3x4 4x4 3x6 =3x8 3x5 17 16 15 14 13 12 11 10 91918 81 7 20 25 2 21 6243 22 4 23 5 T2 B1 B3 B5B4 5-2-218-5-14-8-118-4-7 4-10-713-2-153-7-123-7-12 5-9-1330-0-115-9-1324-2-14 6-1-536-2-0 3-6-0 3-6-0 4-8-11 13-1-3 4-10-7 8-4-7 5-5-10 18-6-13 8-6-15 27-1-13 9-0-3 36-2-0 Scale =1:63.5 Plate Offsets(X,Y):[4:0-3-0,0-1-12], [5:0-4-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.1510-11>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.76 Vert(TL)-0.3910-11>999180 TCDL 10.0 RepStress Incr YES WB 0.74 Horiz(TL)0.09 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:209 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPF No.2*Except*W11,W13,W12,W1,W2,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 3-18,3-15,6-13,7-10,3-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1293/Mechanical,(min.0-1-8),19=1299/Mechanical, (min.0-1-8) MaxHoriz19=-323(LC12) MaxUplift10=-193(LC17),19=-153(LC16) Max Grav10=1598(LC38),19=1693(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-20=-1436/207,2-20=-1339/219,2-21=-1489/293,3-21=-1293/309,3-22=-1563/360,4-22=-1340/363,4-23=-1340/360, 5-23=-1340/360,5-24=-1562/368,6-24=-1714/336,6-25=-2026/356,7-25=-2252/324,7-8=-308/115,8-9=-354/95, 9-10=-311/123,1-19=-1642/231 BOTCHORD 18-19=-269/306,2-18=-344/182,15-16=-79/1326,14-15=-24/1234,13-14=-24/1234,12-13=-125/1754,11-12=-125/1754, 10-11=-215/1906 WEBS 3-18=-271/116,3-15=-257/175,4-15=-99/313,4-13=-114/326,5-13=-50/484,6-13=-710/270,6-11=-56/373, 7-10=-2111/229,1-18=-176/1472,16-18=-75/1268 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)4-7-12 to8-0-14, Interior(1)8-0-14 to17-8-15,Exterior(2)17-8-15 to28-0-7, Interior(1)28-0-7 to40-6-4 zone;cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding153 lbupliftatjoint19and193lbupliftat joint10. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T06 1 11904362-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:52 Page: 1 ID:2ALUHlQkOVzStSKUuxUzV8yYTWN-psimOY1CUJygGkVvFKwNpPxkMi1_IPnwWe8VOwyRAlD DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3 12 MT18HS3x10 5x6 =3x10 3x5 =3x8 =5x6 =3x6 =5x6 =3x5 =3x6 3x4 3x6 =3x4 3x4 =6x12 5x6 6x8 MT18HS5x12 680.00lb 680.00lb 18 17 16 15 14 13 12 11 10 9308 1 19 297 20 62 285 2721 22 23 3 24 2526 4 T2 B1 B1B2 2-4-6 36-2-0 5-2-2 18-5-1 5-1-8 33-9-10 5-1-8 28-8-2 5-1-8 23-6-9 6-7-7 6-7-7 6-7-7 13-2-15 2-6-2 36-2-0 5-5-10 18-6-13 6-5-11 13-1-3 6-7-7 6-7-7 7-6-8 26-1-6 7-6-8 33-7-14 Scale=1:61.8 PlateOffsets(X,Y):[3:0-4-0,0-2-4], [4:0-3-0,0-1-12], [10:0-3-8,Edge], [17:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.88 Vert(LL)-0.1312-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.91 Vert(TL)-0.3712-14>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.74 Horiz(TL)0.12 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:198 lbFT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T1:2x4SPF1650F1.5E BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W11,W1,W13,W9,W10:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-6-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-1-14ocbracing. WEBS 1Rowatmidpt 4-16,5-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=2646/0-6-0,(min.0-4-8),18=1724/0-6-0,(min.0-3-5) Max Horiz18=-245(LC12) Max Uplift10=-468(LC17),18=-238(LC16) Max Grav10=2885(LC40),18=2110(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-19=-2029/308,19-20=-1943/311,2-20=-1808/334,2-21=-2178/449,21-22=-2005/454,22-23=-1930/469, 3-23=-1875/471,3-24=-1720/454,24-25=-1720/454,25-26=-1720/454,4-26=-1720/454,4-27=-2347/557, 5-27=-2497/534,5-28=-2922/587,6-28=-2925/585,6-7=-3187/573,7-29=-2738/543,8-29=-2948/539,8-30=-2573/431, 9-30=-2741/474,1-18=-2050/331,9-10=-2857/535 BOTCHORD 17-18=-193/254,16-17=-235/1678,15-16=-200/2013,14-15=-200/2013,13-14=-309/2471,12-13=-309/2471, 11-12=-410/2788 WEBS 3-16=-116/685,4-16=-777/225,4-14=-177/870,8-11=-1344/356,9-11=-485/3012,2-16=-175/339,2-17=-763/205, 1-17=-243/1874,5-14=-871/300,5-12=-123/552,7-12=-401/236,7-11=-473/34 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)4-7-12 to8-3-2, Interior(1)8-3-2 to17-8-15,Exterior(2)17-8-15 to21-4-5, Interior(1)21-4-5 to22-11-1,Exterior(2)22-11-1 to26-6-8, Interior(1)26-6-8 to 40-6-4 zone;C-Cformembersand 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(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding238 lbupliftat joint18and468lbupliftat joint10. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)687 lbdownand177 lbupat22-11-1,and687lbdownand177 lbupat 39-8-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T07 6 11904362-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:25:52 Page: 1 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-psimOY1CUJygGkVvFKwNpPxgvi_cIPjwWe8VOwyRAlD Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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:1-3=-51,3-4=-61,9-30=-51,10-18=-20 ConcentratedLoads(lb) Vert:4=-680(F),30=-680(F) TrapezoidalLoads(lb/ft) Vert:4=-51-to-27=-62(F=-11),27=-62(F=-11)-to-5=-66(F=-15),5=-66(F=-15)-to-28=-68(F=-17),28=-68(F=-17)-to-6=-71(F=-20),6=-71(F=-20)-to-7=-81 (F=-31),7=-81(F=-31)-to-29=-83(F=-33),29=-83(F=-33)-to-8=-97(F=-46),8=-97(F=-46)-to-30=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T07 6 11904362-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:25:52 Page: 2 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-psimOY1CUJygGkVvFKwNpPxgvi_cIPjwWe8VOwyRAlD DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 4x6 =3x8 3x5 =3x8 =5x6 =3x4 =5x6 =3x4 3x5 =3x10 5x6 MT18HS3x10 680.00 lb 13 12 11 10 9 8 7 61 2314 2215 52 16 21 17 20 3 18 19 4 T2 B1 B1 5-2-2 18-5-1 6-7-7 6-7-7 6-7-7 13-2-15 6-9-7 25-2-9 6-9-7 32-0-0 5-5-10 18-6-13 6-5-11 13-1-3 6-7-7 6-7-7 6-7-11 25-2-9 6-9-7 32-0-0Scale =1:55.9 Plate Offsets(X,Y):[3:0-4-0,0-2-4], [4:0-3-0,0-1-12], [6:0-2-12,0-2-0], [8:0-3-8,0-1-8], [12:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.91 Vert(LL)-0.07 9>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.56 Vert(TL)-0.19 8-9>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.74 Horiz(TL)0.06 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:178 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3:2x4SPF1650F1.5E BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W10,W8:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-11,6-7,5-9,2-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=1828/0-6-0,(min.0-3-6),13=1484/0-6-0,(min.0-2-14) MaxHoriz13=-336(LC12) MaxUplift7=-289(LC17),13=-215(LC16) MaxGrav7=2164(LC38),13=1832(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-14=-1746/278,14-15=-1660/281,2-15=-1524/304,2-16=-1804/370,16-17=-1765/372,3-17=-1630/407, 3-18=-1400/400,18-19=-1400/400,4-19=-1400/400,4-20=-1817/447,20-21=-1969/420,5-21=-2033/417, 5-22=-1937/346,22-23=-1954/336,6-23=-2102/336,1-13=-1773/298,6-7=-2102/373 BOTCHORD 12-13=-305/315,11-12=-252/1434,10-11=-222/1564,9-10=-222/1564,8-9=-273/1687 WEBS 3-11=-92/524,4-11=-512/224,4-9=-62/314,5-9=-268/179,5-8=-682/207,6-8=-256/1827,2-11=-180/283,2-12=-629/190, 1-12=-210/1595 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)4-7-12 to7-10-2, Interior(1)7-10-2 to17-8-15,Exterior(2)17-8-15 to22-3-4, Interior(1)22-3-4 to22-11-1,Exterior(2)22-11-1 to27-5-6, Interior(1)27-5-6 to 36-4-4 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding215 lbupliftat joint13and289lbupliftat joint7. 9)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)757 lbdownand150 lbupat22-11-1on top chord.Thedesign/selection of 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:1-3=-51,3-4=-61,7-13=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T08 1 11904362-12T PiggybackBase JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct2114:25:53 Page: 1 ID:hHBkMqgo78Ng3m2FExxLIEyYMhf-H3G8bu2qFd4Xuu46p1RcMcTq86QK1sy4lIt2wNyRAlC Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ConcentratedLoads(lb) Vert:4=-680 TrapezoidalLoads(lb/ft) Vert:4=-51-to-20=-68(F=-17),20=-68(F=-17)-to-21=-72(F=-21),21=-72(F=-21)-to-5=-76(F=-25),5=-76(F=-25)-to-22=-89(F=-38),22=-89(F=-38)-to-23=-91 (F=-41),23=-91(F=-41)-to-6=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T08 1 11904362-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:25:53 Page: 2 ID:hHBkMqgo78Ng3m2FExxLIEyYMhf-H3G8bu2qFd4Xuu46p1RcMcTq86QK1sy4lIt2wNyRAlC DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 4x6 =3x8 3x5 =3x4 =3x8 =5x6 4x12 =3x8 1.5x4 3x4 =8x8 4x6 1.5x4 =6x10 5x6 =3x8 680.00 lb 17 16 15 14 13 12 9 8 11 10 71 2618619 2 20 25 2421 5 3 22 23 4 T2 B1 B6B2 B4 3-1-3 21-6-4 5-2-2 18-5-1 3-2-4 32-0-0 6-7-7 6-7-7 6-7-7 13-2-15 7-3-8 28-9-12 3-1-3 21-8-0 3-4-0 32-0-0 5-5-10 18-6-13 6-5-11 13-1-3 6-7-7 6-7-7 7-0-0 28-8-0Scale=1:57.3 PlateOffsets(X,Y):[3:0-4-0,0-2-4], [4:0-8-8,0-1-8], [10:0-6-12,0-3-0], [11:0-2-12,Edge], [13:0-3-8,0-1-8], [16:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.87 Vert(LL)-0.1110-11>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(TL)-0.3310-11>999180 TCDL 10.0 RepStress Incr NO WB 0.84 Horiz(TL)0.11 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:198 lbFT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T3:2x4SPF1650F1.5E BOT CHORD 2x4SPFNo.2*Except*B5:2x4SPFStud WEBS 2x4SPFNo.2*Except*W8,W1,W12,W11,W10:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor1-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:12-13,8-9. 1 Rowatmidpt 5-11 WEBS 1Rowatmidpt 4-14,4-13,2-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1828/0-6-0,(min.0-3-6),17=1484/0-6-0,(min.0-2-14) Max Horiz17=-336(LC12) Max Uplift8=-289(LC17),17=-215(LC16) Max Grav8=2164(LC38),17=1832(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-18=-1746/278,18-19=-1659/281,2-19=-1524/304,2-20=-1804/370,20-21=-1765/371,3-21=-1631/406, 3-22=-1401/400,22-23=-1401/400,4-23=-1401/400,4-5=-2304/549,5-24=-2035/435,24-25=-2132/425,6-25=-2416/421, 6-26=-1704/285,7-26=-1823/284,1-17=-1773/298,7-8=-2122/355 BOTCHORD 16-17=-305/315,15-16=-252/1433,14-15=-252/1433,13-14=-221/1554,5-11=-647/279,10-11=-294/1622, 6-10=-1053/252 WEBS 3-14=-81/499,4-14=-496/224,4-13=-414/112,11-13=-176/1572,4-11=-288/1115,6-11=-109/345,2-14=-179/284, 2-16=-628/189,1-16=-210/1594,7-10=-318/1956 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)4-7-12 to7-10-2, Interior(1)7-10-2 to17-8-15,Exterior(2)17-8-15 to22-3-4, Interior(1)22-3-4to22-11-1,Exterior(2)22-11-1 to27-5-6, Interior(1)27-5-6 to 36-4-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;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(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding215 lbupliftat joint17and289lbupliftat joint8. 8)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)757 lbdownand150 lbupat22-11-1on topchord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T09 2 11904362-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:25:53 Page: 1 ID:2K5LhoYawZaJK_7H?mkSldyYMgW-H3G8bu2qFd4Xuu46p1RcMcTrm6Op1qN4lIt2wNyRAlC Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-4=-61,12-17=-20,10-11=-20,8-9=-20 ConcentratedLoads(lb) Vert:4=-680 TrapezoidalLoads(lb/ft) Vert:4=-51-to-5=-63(F=-12),5=-63(F=-12)-to-24=-68(F=-17),24=-68(F=-17)-to-25=-72(F=-21),25=-72(F=-21)-to-6=-89(F=-39),6=-89(F=-39)-to-26=-91 (F=-41),26=-91(F=-41)-to-7=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T09 2 11904362-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:25:53 Page: 2 ID:2K5LhoYawZaJK_7H?mkSldyYMgW-H3G8bu2qFd4Xuu46p1RcMcTrm6Op1qN4lIt2wNyRAlC DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 5x6 =3x8 3x5 =3x4 =3x8 =5x6 4x12 =3x8 1.5x4 3x4 =8x8 3x8 3x8 1.5x4 =5x10 5x6 =3x8 680.00 lb 18 17 16 15 14 13 10 9 12 11 81 2719720 2 21 266 2522 5 3 23 24 4 T2 B1 B6B2 B4 3-1-3 21-6-4 5-2-2 18-5-1 3-5-4 32-3-0 6-7-7 6-7-7 6-7-7 13-2-15 7-3-8 28-9-12 3-1-3 21-8-0 3-7-0 32-3-0 5-5-10 18-6-13 6-5-11 13-1-3 6-7-7 6-7-7 7-0-0 28-8-0 Scale=1:57.6 PlateOffsets(X,Y):[3:0-4-0,0-2-4], [4:0-8-12,0-1-8], [11:0-7-0,0-2-8], [12:0-2-12,Edge], [14:0-3-8,0-1-8], [17:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.92 Vert(LL)-0.1211-12>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(TL)-0.3311-12>999180 TCDL 10.0 RepStress Incr NO WB 0.86 Horiz(TL)0.11 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:199 lbFT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T4:2x4SPF1650F1.5E BOT CHORD 2x4SPFNo.2*Except*B5:2x4SPFStud WEBS 2x4SPFNo.2*Except*W8,W1,W12,W11,W10:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:13-14,9-10. 1 Rowatmidpt 5-12 WEBS 1Rowatmidpt 4-15,4-14,2-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1839/Mechanical,(min.0-1-8),18=1498/0-6-0,(min.0-2-14) Max Horiz18=-336(LC12) Max Uplift9=-292(LC17),18=-217(LC16) Max Grav9=2172(LC38),18=1849(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-19=-1762/282,19-20=-1676/284,2-20=-1540/307,2-21=-1826/375,21-22=-1789/376,3-22=-1653/411, 3-23=-1420/404,23-24=-1420/404,4-24=-1420/404,4-5=-2348/557,5-25=-2082/444,6-25=-2156/435,6-26=-2179/434, 7-26=-2462/430,7-27=-1818/303,8-27=-1947/302,1-18=-1789/301,8-9=-2128/359 BOTCHORD 17-18=-303/315,16-17=-247/1447,15-16=-247/1447,14-15=-218/1580,5-12=-641/276,11-12=-305/1719,7-11=-987/241 WEBS 3-15=-83/509,4-15=-511/225,4-14=-422/111,12-14=-173/1597,4-12=-292/1162,7-12=-111/308,8-11=-320/1994, 2-15=-180/288,2-17=-636/191,1-17=-212/1611 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CExterior(2)4-7-12 to7-10-7, Interior(1)7-10-7 to17-8-15,Exterior(2)17-8-15 to22-3-11, Interior(1)22-3-11 to22-11-1,Exterior(2)22-11-1 to27-5-13, Interior(1)27-5-13 to36-7-4 zone; cantilever leftandrightexposed ; end vertical 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(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding217 lbupliftat joint18and292lbupliftat joint9. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)757 lbdownand150 lbupat22-11-1on topchord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T10 1 11904362-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:25:53 Page: 1 ID:UQe0iOG5AOoXCPFK7pm_qsyYMd0-H3G8bu2qFd4Xuu46p1RcMcTq_6Op1q74lIt2wNyRAlC Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-4=-61,13-18=-20,11-12=-20,9-10=-20 ConcentratedLoads(lb) Vert:4=-680 TrapezoidalLoads(lb/ft) Vert:4=-51-to-5=-62(F=-12),5=-62(F=-12)-to-25=-67(F=-17),25=-67(F=-17)-to-6=-70(F=-19),6=-70(F=-19)-to-26=-72(F=-21),26=-72(F=-21)-to-7=-89 (F=-38),7=-89(F=-38)-to-27=-91(F=-40),27=-91(F=-40)-to-8=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T10 1 11904362-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:25:53 Page: 2 ID:UQe0iOG5AOoXCPFK7pm_qsyYMd0-H3G8bu2qFd4Xuu46p1RcMcTq_6Op1q74lIt2wNyRAlC DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3x4 4x6 =4x4 3x5 =3x4 =3x8 =5x6 =3x4 =5x6 =3x4 3x5 =3x8 3x4 4x6 3x4 15 14 13 12 11 10 9 8 71 16 252417 6 52 18 23 19 22 3 20 21 4 T2 B1 B3B2 5-2-2 18-5-1 6-7-7 6-7-7 6-7-7 13-2-15 6-10-15 25-4-1 6-10-15 32-3-0 5-5-10 18-6-13 6-5-11 13-1-3 6-7-7 6-7-7 6-9-3 25-4-1 6-10-15 32-3-0Scale =1:55.9 Plate Offsets(X,Y):[3:0-4-0,0-2-4], [4:0-3-0,0-1-12], [9:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.81 Vert(LL)-0.06 8-9>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(TL)-0.15 9-10>999180 TCDL 10.0 RepStress Incr YES WB 0.45 Horiz(TL)0.04 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:178 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W10,W8:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-4-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-12,2-12,5-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1157/Mechanical,(min.0-1-8),15=1158/0-6-0,(min.0-2-6) MaxHoriz15=-336(LC12) MaxUplift8=-150(LC17),15=-146(LC16) Max Grav8=1500(LC38),15=1514(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-16=-1420/205,16-17=-1334/208,2-17=-1198/231,2-18=-1374/274,18-19=-1337/275,3-19=-1200/310, 3-20=-1031/318,20-21=-1031/318,4-21=-1031/318,4-22=-1216/312,22-23=-1290/284,5-23=-1397/274,5-6=-1276/231, 6-24=-1406/209,24-25=-1414/207,7-25=-1498/207,1-15=-1455/226,7-8=-1439/225 BOTCHORD 14-15=-304/315,13-14=-182/1152,12-13=-182/1152,11-12=-98/1045,10-11=-98/1045,9-10=-161/1221 WEBS 3-12=-47/304,4-10=-71/363,2-12=-276/181,2-14=-474/155,1-14=-137/1275,5-10=-338/194,5-9=-414/150, 7-9=-134/1308 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)4-7-12 to7-10-7, Interior(1)7-10-7 to17-8-15,Exterior(2)17-8-15 to22-3-11, Interior(1)22-3-11 to22-11-1,Exterior(2)22-11-1 to27-5-13, Interior(1)27-5-13 to36-7-4zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding146 lbupliftatjoint15and150lbupliftat joint8. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T11 1 11904362-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:54 Page: 1 ID:guRJrCQJZuuvjAanl_UVj6yYMbW-lFqWpE3S0wCOW2fINlyruq01UVmBmOoDzydcSpyRAlB DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 4x6 =3x8 3x6 4x4 =3x4 3x4 =3x6 =3x8 =5x6 =3x6 =5x6 =3x4 3x4 =3x4 3x6 3x5 =3x8 2x4 19 18 17 16 15 14 13 12 1 2 20 3 11 4 10 21 279 26 852522 24 23 76 T3 B1 B1B2 1-2-12 -1-2-12 2-2-536-9-05-2-222-11-15-9-1311-11-2 5-9-1334-6-115-9-1317-8-15 5-9-1328-8-146-1-56-1-5 5-1-3 36-9-0 5-5-10 23-0-13 8-6-15 17-7-3 8-6-15 31-7-13 9-0-3 9-0-3 Scale =1:64.5 Plate Offsets(X,Y):[2:0-3-0,Edge], [6:0-4-0,0-2-4], [7:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)-0.1418-19>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.77 Vert(TL)-0.3913-14>999180 TCDL 10.0 RepStress Incr YES WB 0.90 Horiz(TL)0.11 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:198 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2,W9,W8:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-10-14ocbracing. WEBS 1Rowatmidpt 5-16,7-16,8-14,8-13,4-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1318/Mechanical,(min.0-1-8),19=1385/0-6-0,(min. 0-2-11) MaxHoriz19=349(LC13) MaxUplift12=-158(LC17),19=-222(LC16) Max Grav12=1705(LC39),19=1697(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-20=-417/141,3-20=-386/145,3-4=-378/163,4-21=-2288/319,5-21=-2062/351,5-22=-1760/343,6-22=-1607/375, 6-23=-1379/360,7-23=-1379/360,7-24=-1424/361,24-25=-1507/345,8-25=-1660/329,8-26=-1293/265,9-26=-1413/245, 9-27=-1470/238,10-27=-1519/233,2-19=-430/192 BOTCHORD 18-19=-339/1930,17-18=-256/1792,16-17=-256/1792,15-16=-125/1296,14-15=-125/1296,13-14=-185/1406, 12-13=-140/772 WEBS 5-18=-52/370,5-16=-708/270,6-16=-57/514,7-16=-138/291,7-14=-83/362,8-14=-273/208,8-13=-531/112, 10-13=-10/791,4-19=-2104/197,10-12=-1863/277 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to2-5-6, Interior(1)2-5-6 to17-8-15,Exterior(2)17-8-15 to28-1-7, Interior(1)28-1-7 to36-7-4zone;cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding222 lbupliftatjoint19and158lbupliftat joint12. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T12 2 11904362-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:54 Page: 1 ID:CFxnnVq?o12EAEc7BPaEZ3yYMb?-lFqWpE3S0wCOW2fINlyruq04gVhGmGjDzydcSpyRAlB DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 5x6 2x4 4x6 =4x12 3x6 =6x8 3x4 2x4 =3x8 4x12 =3x4 =6x6 =3x6 =5x6 =3x8 3x5 =3x8 4x6 =3x4 21 20 17 16 15 14 13 12 11 1 2 1819 3 10 4 3222 31 5 30923 2924 6 8252627287 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-2-82-4-4 3-10-1013-0-6 4-0-617-0-13 6-6-723-7-3 6-6-1430-2-26-9-89-1-12 6-6-1436-9-0 2-6-02-6-0 2-11-1523-8-153-9-1520-9-03-10-1016-11-14-0-613-0-6 6-5-230-2-26-6-09-0-0 6-6-1436-9-0 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-1-8,0-1-12], [11:Edge,0-1-8], [12:0-3-8,0-1-8], [16:0-3-8,0-1-8], [18:0-2-12,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.91 Vert(LL)-0.15 5-18>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(TL)-0.3918-19>999180 TCDL 10.0 RepStress Incr YES WB 0.79 Horiz(TL)0.19 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:211 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPF No.2*Except*W3,W1,W13,W11,W12,W4:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:19-20 7-3-10ocbracing:18-19. WEBS 1Rowatmidpt 6-15,7-13,9-13,6-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1325/Mechanical,(min.0-1-8),21=1391/0-6-0,(min. 0-2-10) MaxHoriz21=336(LC13) MaxUplift11=-153(LC17),21=-218(LC16) Max Grav11=1689(LC39),21=1684(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-3172/467,3-4=-2719/361,4-22=-2629/365,5-22=-2622/385,5-23=-2685/466,23-24=-2587/478,6-24=-2523/488, 6-7=-1702/380,7-25=-1288/356,25-26=-1288/356,26-27=-1288/356,27-28=-1288/356,8-28=-1288/356, 8-29=-1489/353,9-29=-1657/318,9-30=-1415/268,30-31=-1445/265,31-32=-1579/246,10-32=-1666/242, 2-21=-1634/264,10-11=-1628/254 BOTCHORD 18-19=-645/2926,5-18=-451/235,15-16=-229/1668,14-15=-163/1390,13-14=-163/1390,12-13=-185/1364 WEBS 3-18=-822/352,6-18=-299/1222,6-15=-668/233,7-15=-143/719,7-13=-292/135,8-13=-40/387,9-12=-530/158, 10-12=-163/1479,6-16=-343/92,16-18=-198/1634,2-19=-435/2610 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to2-4-4, Interior(1)2-4-4 to17-0-13,Exterior(2)17-0-13 to22-3-2, Interior(1)22-3-2 to23-7-3,Exterior(2)23-7-3 to28-9-9, Interior(1)28-9-9 to36-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding218 lbupliftatjoint21and153lbupliftat joint11. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T13 1 11904362-12T Hip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:55 Page: 1 ID:TPj1nundeoSFc7_GgRUE7DyYMYT-DROu0a34nEKF7CEUxST4R1ZAav0xVlgNCcM9?FyRAlA DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 5x6 2x4 =4x12 6x8 =8x8 3x4 2x4 =5x6 =6x8 =3x8 1.5x4 =3x6 =6x6 =3x4 3x5 =3x8 4x6 3x4 21 20 17 16 15 14 13 12 11 1 2 1819 34 22 10 28 23 27 95 72524 26 86 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-2-82-4-4 5-0-1214-2-8 6-1-820-4-0 6-1-826-5-8 5-1-1231-7-46-9-89-1-12 5-1-1236-9-0 2-5-022-9-02-6-02-6-0 3-10-426-7-4 5-0-031-7-45-0-1214-0-12 5-1-1236-9-06-3-420-4-06-6-09-0-0 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-1-4,0-3-0], [6:0-2-12,0-1-0], [12:0-3-8,0-1-8], [18:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.69 Vert(LL)-0.13 5-18>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.86 Vert(TL)-0.3818-19>999180 TCDL 10.0 RepStress Incr YES WB 0.85 Horiz(TL)0.18 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:204 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPF No.2*Except*W3,W5,W1,W12,W10,W11:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:19-20 7-6-8ocbracing:18-19. WEBS 1Rowatmidpt 6-16,6-15,7-15,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1357/Mechanical,(min.0-1-8),21=1416/0-6-0,(min.0-2-9) MaxHoriz21=292(LC15) MaxUplift11=-127(LC17),21=-197(LC16) Max Grav11=1591(LC39),21=1629(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-3084/475,3-4=-3033/476,4-22=-2554/369,22-23=-2428/384,5-23=-2298/405,5-6=-2508/537,6-24=-1570/381, 7-24=-1573/381,7-25=-1573/381,25-26=-1571/381,8-26=-1570/381,8-9=-1477/343,9-27=-1187/255,27-28=-1277/240, 10-28=-1392/237,2-21=-1577/271,10-11=-1542/256 BOTCHORD 18-19=-605/2875,5-18=-541/267,15-16=-215/1404,14-15=-173/1206,13-14=-173/1206,12-13=-185/1120 WEBS 4-18=-885/323,16-18=-186/1357,6-18=-314/1251,6-15=-190/320,7-15=-674/211,8-15=-175/649,9-13=-137/344, 9-12=-602/163,10-12=-179/1297,2-19=-420/2548 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to2-4-4, Interior(1)2-4-4 to14-2-8,Exterior(2)14-2-8 to19-4-14, Interior(1)19-4-14 to26-5-8,Exterior(2)26-5-8 to31-7-4, Interior(1)31-7-4 to36-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding197 lbupliftatjoint21and127lbupliftat joint11. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T14 1 11904362-12T Hip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:55 Page: 1 ID:FIrBIhvylNA2GQc8dTf1OryYMX0-DROu0a34nEKF7CEUxST4R1ZE2v05VkjNCcM9?FyRAlA DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 5x6 2x4 5x6 =4x12 =8x8 3x4 2x4 =5x10 =6x12 =3x4 =3x4 =3x6 =3x6 =3x4 =5x6 =4x10 5x6 3x4 20 19 16 15 14 13 12 11 1 2 1718 21 3 1022 2923 28 4 6 7 825 2624 27 95 T2 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-2-82-4-4 2-2-711-4-3 5-11-1423-3-155-11-1417-4-1 5-11-1429-3-136-9-89-1-12 7-5-336-9-0 2-2-711-2-7 2-5-022-9-02-6-02-6-0 6-6-09-0-0 6-8-929-5-9 7-3-736-9-09-1-920-4-0 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-1-4,0-2-4], [5:0-6-0,0-0-9], [10:Edge,0-1-12], [17:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.97 Vert(LL)-0.1614-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.83 Vert(TL)-0.4814-15>907180 TCDL 10.0 RepStress Incr YES WB 0.93 Horiz(TL)0.20 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:185 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T4:2x4SPF1650F1.5E BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPF No.2*Except*W3,W5,W4,W1,W10:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 6-15,8-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1389/Mechanical,(min.0-1-8),20=1442/0-6-0,(min.0-2-8) MaxHoriz20=249(LC13) MaxUplift11=-96(LC12),20=-171(LC16) Max Grav11=1505(LC38),20=1581(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-21=-2953/489,3-21=-2869/501,3-22=-2422/382,22-23=-2375/399,4-23=-2366/419,4-5=-2312/508,5-24=-1705/350, 24-25=-1707/350,6-25=-1708/349,6-7=-2123/383,7-8=-2123/383,8-26=-1327/306,26-27=-1324/307,9-27=-1324/307, 9-28=-1530/284,28-29=-1535/262,10-29=-1584/253,2-20=-1530/279,10-11=-1445/274 BOTCHORD 17-18=-637/2755,4-17=-421/217,14-15=-344/2148,13-14=-299/2021,12-13=-299/2021 WEBS 3-17=-967/316,15-17=-251/1856,5-17=-320/1321,5-15=-365/142,6-15=-690/229,8-14=0/331,8-12=-1085/250, 9-12=-29/419,10-12=-156/1428,2-18=-443/2427 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to2-4-4, Interior(1)2-4-4 to11-4-3,Exterior(2)11-4-3 to16-6-9,Interior(1)16-6-9 to29-3-13,Exterior(2)29-3-13 to34-6-2, Interior(1)34-6-2 to36-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding171 lbupliftatjoint20and96 lbupliftat joint11. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T15 1 11904362-12T Hip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:56 Page: 1 ID:ymVpXkRZNujpYBzbCiRMA6yYMWK-heyGEw4iYYS6lLphU9_JzF5KOJNqEAjWRG6iXiyRAl9 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 =3x4 5x6 2x4 4x6 =4x12 =6x6 =6x6 =6x12 3x4 3x5 =3x4 =6x10 =4x6 =3x6 =3x4 =5x6 =6x6 =4x6 4x6 3x4 21 20 16 15 14 13 12 11 1 2 181719 22 3 23 10 30524256262778282949 T2 T3 B1 B5 B6 B3 0-7-13 9-1-12 0-1-12 0-1-12 1-2-12 -1-2-12 2-2-82-4-4 6-1-118-5-15 7-6-616-8-2 4-6-1536-9-07-8-232-2-17-9-1424-5-15 0-7-13 9-0-0 2-6-02-6-0 3-8-1524-5-154-0-1420-9-0 4-5-336-9-05-10-38-4-3 7-8-216-8-2 7-9-1432-3-13 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-1-4,0-1-8], [17:0-6-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)-0.2213-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(TL)-0.5015-16>876180 TCDL 10.0 RepStress Incr YES WB 0.65 Horiz(TL)0.20 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:183 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3:2x4SPF1650F1.5E BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W7,W6,W9,W2:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-2-0ocbracing. WEBS 1Rowatmidpt 6-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1420/Mechanical,(min.0-1-8),21=1467/0-6-0,(min.0-2-7) MaxHoriz21=205(LC13) MaxUplift11=-180(LC12),21=-158(LC13) Max Grav11=1657(LC38),21=1551(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-22=-2967/512,3-22=-2938/524,3-23=-2747/397,4-23=-2707/429,4-5=-2538/444,5-24=-2509/442,24-25=-2509/442, 6-25=-2509/442,6-26=-2946/458,26-27=-2946/458,7-27=-2946/458,7-8=-2946/458,8-28=-2698/423,28-29=-2695/424, 9-29=-2692/424,9-30=-1361/244,10-30=-1412/230,2-21=-1507/288,10-11=-1631/263 BOTCHORD 18-19=-668/2664,17-18=-429/2334,5-17=-909/294,15-16=-21/340,14-15=-440/2694,13-14=-440/2694, 12-13=-193/1242 WEBS 3-18=-831/294,4-17=-385/1186,15-17=-482/2637,6-17=-524/206,6-15=-373/202,8-15=-68/313,8-13=-922/288, 9-13=-325/1810,9-12=-775/199,10-12=-192/1520,2-19=-465/2428,4-18=-23/582 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to2-4-4, Interior(1)2-4-4 to8-5-15,Exterior(2)8-5-15 to13-8-5, Interior(1)13-8-5 to32-2-1,Exterior(2)32-2-1 to36-7-4 zone; cantilever leftandright exposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding158 lbupliftatjoint21and180lbupliftat joint11. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T16 1 11904362-12T Hip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:25:56 Page: 1 ID:0G939ENUIF7wVu9?6Om1j9yYMPy-heyGEw4iYYS6lLphU9_JzF5KBJKbEE1WRG6iXiyRAl9 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 3x6 4x6 2x4 4x6 =4x10 =3x4 =6x6 =6x8 2x4 2x4 =6x6 =3x8 =3x8 1.5x4 =3x6 =3x6 1.5x4 =3x8 1.5x4 =4x10 =6x6 =4x4 4x6 3x6 25 24 20 41 42 4319 44 45 18461747 481649 50 15 51 52 14 13 1 2 22 40 2123 3 12 527 28 296 3031 32 733 8 34359 36 37 10 3826 394 11 T2 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-2-82-4-4 3-6-29-1-123-3-65-7-10 1-8-1036-9-04-11-1114-1-7 5-1-735-0-65-3-319-4-9 5-3-329-10-155-3-324-7-12 1-4-7 20-9-0 1-6-1436-9-02-6-02-6-0 2-11-145-5-14 3-6-29-0-0 3-10-1224-7-125-1-714-1-7 5-3-319-4-9 5-3-329-10-15 5-3-335-2-2 Scale=1:66.2 PlateOffsets(X,Y):[2:0-2-14,0-2-0], [19:0-3-0,0-2-8], [21:0-2-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.38 Vert(LL)0.3618-19>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.67 Vert(TL)-0.5018-19>868180 TCDL 10.0 RepStress Incr NO WB 0.99 Horiz(TL)0.18 13 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:352 lbFT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-4-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. REACTIONS (lb/size)13=1924/Mechanical,(min.0-1-8),25=2033/0-6-0,(min. 0-1-11) Max Horiz25=162(LC9) Max Uplift13=-1209(LC8),25=-1187(LC9) Max Grav13=2181(LC76),25=2189(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-4157/2452,3-4=-4175/2538,4-26=-5217/3089,5-26=-5220/3089,5-27=-5162/3059,27-28=-5162/3059, 28-29=-5162/3059,6-29=-5162/3059,6-30=-5065/2930,30-31=-5065/2930,31-32=-5065/2930,7-32=-5065/2930, 7-33=-5065/2930,8-33=-5065/2930,8-34=-5065/2930,34-35=-5065/2930,9-35=-5065/2930,9-36=-3139/1778, 36-37=-3139/1778,10-37=-3139/1778,10-38=-3142/1780,38-39=-3139/1780,11-39=-3138/1779,11-12=-929/541, 2-25=-2134/1209,12-13=-2185/1209 BOTCHORD 22-23=-2316/3751,22-40=-2270/3610,21-40=-2270/3610,5-21=-491/284,20-41=-174/346,41-42=-174/346, 42-43=-174/346,19-43=-174/346,19-44=-2896/4913,44-45=-2896/4913,18-45=-2896/4913,18-46=-2619/4499, 17-46=-2619/4499,17-47=-2619/4499,47-48=-2619/4499,16-48=-2619/4499,16-49=-2619/4499,49-50=-2619/4499, 15-50=-2619/4499,15-51=-521/880,51-52=-521/880,14-52=-521/880 WEBS 3-22=-406/200,4-22=-448/594,4-21=-1197/2131,19-21=-2777/4659,6-21=-257/348,6-19=-760/572,6-18=-150/274, 7-18=-414/357,9-18=-463/721,9-16=0/289,9-15=-1709/1027,10-15=-589/401,11-15=-1629/2884,11-14=-1640/1025, 12-14=-1102/1954,2-23=-2024/3383 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x4-1rowat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Plytoply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 6)Unbalanced snowloadshavebeenconsidered for thisdesign. 7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 8)Provideadequatedrainage topreventwaterponding. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T17 1 21904362-12T Hip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:26:00 Page: 1 ID:OfioJGIb5o1VSAENMab47TyYMNU-9qVfRF5LJrazNVOt2tWYWSefNjlbzc6ffwrG38yRAl8 Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 10)Refertogirder(s) for trusstotruss connections. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1187 lbupliftat joint25and1209 lbupliftat joint13. 12)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)167 lbdownand67lbupat5-7-10,59 lbdownat7-8-6,112 lbdownand 116 lbupat9-8-6,112 lbdownand116 lbupat11-8-6,112 lbdownand116 lbupat13-8-6,112lbdownand116 lbupat15-8-6,112 lbdownand116lbupat17-8-6,112 lbdownand116 lbupat19-8-6,112 lbdownand116 lbupat21-8-6,112 lbdownand116 lbupat23-8-6,112 lbdownand116 lbupat25-8-6,112 lbdownand116 lbup at27-8-6,112 lbdownand116 lbupat29-8-6,112 lbdownand116lbupat31-8-6,and112 lbdownand116 lbupat33-8-6,and104 lbdownand119 lbupat35-0-6on top chord,and319 lbdownand380 lbupat5-7-10,124 lbdownand159 lbupat7-8-6,38 lbdownand28lbupat9-8-6,38 lbdownand28 lbupat11-8-6,38 lbdownand 28 lbupat13-8-6,38 lbdownand28 lbupat15-8-6,38 lbdownand28 lbupat17-8-6,38 lbdownand28 lbupat19-8-6,38 lbdownand28 lbupat21-8-6,38 lbdown and28 lbupat23-8-6,38 lbdownand28 lbupat25-8-6,38 lbdownand28 lbupat27-8-6,38 lbdownand28 lbupat29-8-6,38 lbdownand28lbupat31-8-6,and38 lbdownand28 lbupat33-8-6,and38 lbdownand28 lbupat34-11-9onbottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-11=-61,11-12=-51,24-25=-20,21-23=-20,13-20=-20 ConcentratedLoads(lb) Vert:4=-8(F),8=-26(F),22=-245(F),10=-26(F),15=-22(F),11=-31(F),14=-22(F),27=-26(F),28=-26(F),29=-26(F),30=-26(F),32=-26(F),33=-26(F), 34=-26(F),36=-26(F),37=-26(F),38=-26(F),39=-26(F),40=-85(F),41=-22(F),42=-22(F),43=-22(F),44=-22(F),45=-22(F),46=-22(F),47=-22(F), 48=-22(F),49=-22(F),50=-22(F),51=-22(F),52=-22(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T17 1 21904362-12T HipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:26:00 Page: 2 ID:OfioJGIb5o1VSAENMab47TyYMNU-9qVfRF5LJrazNVOt2tWYWSefNjlbzc6ffwrG38yRAl8 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =3x5 1.5x4 =3x4 =3x4 4x6 =3x4 1.5x4 =3x5 711098 62 2217 53 18 21 19 20 4 B1 B2 0-10-12 -0-10-12 0-10-12 21-10-12 5-1-1 10-6-0 5-1-1 15-7-1 5-4-15 5-4-15 5-4-15 21-0-0 6-9-6 13-10-11 7-1-5 7-1-5 7-1-5 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[2:0-5-0,0-0-6], [6:0-5-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)-0.0410-13>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.37 Vert(TL)-0.1110-13>999180 TCDL 10.0 RepStress Incr YES WB 0.27 Horiz(TL)0.03 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:90 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=789/0-6-0,(min.0-1-8),6=789/0-6-0,(min.0-1-8) Max Horiz2=-248(LC14) Max Uplift2=-121(LC16),6=-121(LC17) Max Grav2=894(LC2),6=894(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-1039/136,3-17=-865/161,3-18=-931/237,18-19=-892/242,4-19=-891/260,4-20=-891/260,20-21=-892/242, 5-21=-931/237,5-22=-865/161,6-22=-1039/136 BOT CHORD 2-10=-455/1346,9-10=0/520,8-9=0/520,6-8=-30/729 WEBS 4-10=-174/483,3-10=-332/259,4-8=-174/483,5-8=-332/259 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-10-12 to2-1-4, Interior(1)2-1-4 to10-6-0,Exterior(2)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 zone; cantilever leftandrightexposed;end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding121 lbupliftatjoint2and121 lbupliftat joint6. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T18 12 11904362-12T Common Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:01 Page: 1 ID:6CT7qZerjC8cuNouw5cLf5yYMLk-2bl9Hd8rM45Os7heHjaUgIpMzKBAvbHFaYpTCvyRAl4 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 =3x5 1.5x4 3x5 =3x4 =4x4 =3x8 3x5 1.5x4 =3x5 610987 1 5 22 17 42 18 21 19 20 3 B1 B2 0-10-12 21-10-12 4-8-0 10-6-0 4-8-0 15-2-0 5-10-0 5-10-0 5-10-0 21-0-0 4-8-0 15-2-0 4-8-0 10-6-0 5-10-0 5-10-0 5-10-0 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[1:0-5-0,0-0-10], [5:0-5-0,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)0.0210-13>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)-0.06 7-16>999180 TCDL 10.0 RepStress Incr YES WB 0.38 Horiz(TL)0.01 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:92 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=226/0-6-0,(min.0-1-8),5=590/0-6-0,(min.0-1-8), 10=716/0-4-0,(min.0-1-8) Max Horiz1=-241(LC14) Max Uplift1=-45(LC17),5=-113(LC17),10=-121(LC16) Max Grav1=272(LC34),5=671(LC2),10=805(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-454/151,2-18=-398/158,18-19=-367/173,3-19=-363/190,3-20=-362/175,20-21=-363/159,4-21=-397/142, 4-22=-596/112,5-22=-698/83 BOT CHORD 1-10=-668/1241,7-8=0/458,5-7=0/458 WEBS 2-10=-680/172,2-8=0/275,3-8=-124/260,4-8=-410/205 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-0-0 to3-0-0, Interior(1)3-0-0 to10-6-0,Exterior(2)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 zone;cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding45 lbupliftat joint1,121 lbupliftat joint10and113lbupliftat joint5. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T19 1 11904362-12T Common Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:02 Page: 1 ID:2ghbWVVlDjygH89M0osmVsyYMKe-2bl9Hd8rM45Os7heHjaUgIpMqKCvvaaFaYpTCvyRAl4 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 1.5x4 =3x4 4x12 1.5x4 =3x4 =3x4 3x5 =4x4 =3x8 3x5 1.5x4 =3x4 713 12 11 10 9 8 6 1 2 21 5 3 2017 18 19 4 T1 B1 B2 0-10-12 21-10-12 1-8-15 1-8-15 4-4-9 6-1-7 4-4-9 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0 1-10-11 1-10-11 4-2-13 6-1-7 4-4-9 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[6:0-4-8,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.03 10>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.30 Vert(TL)-0.08 8-9>999180 TCDL 10.0 RepStress Incr YES WB 0.46 Horiz(TL)0.03 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:101 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-11-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=791/0-6-0,(min.0-1-8),13=747/0-6-0,(min.0-1-8) Max Horiz13=-261(LC14) Max Uplift6=-121(LC17),13=-97(LC16) Max Grav6=895(LC2),13=939(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1208/156,3-17=-828/182,17-18=-698/195,4-18=-695/212,4-19=-682/209,19-20=-685/192,5-20=-754/179, 5-21=-888/152,6-21=-1063/127 BOT CHORD 12-13=-181/1046,11-12=-176/1051,10-11=-176/1051,9-10=-101/864,8-9=-21/746,6-8=-21/746 WEBS 2-13=-1348/158,3-9=-493/201,4-9=-147/663,5-9=-404/207 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to1-8-15, Interior(1)1-8-15 to10-6-0,Exterior(2)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding97 lbupliftat joint13and121 lbupliftat joint6. 9)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T20 1 11904362-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:02 Page: 1 ID:dLduXoB3PQOON0zzOMqHMAyYMFt-WoJYUz9T7ODFTGGqrQ5jDWLWSkYVe?YOpCZ1lLyRAl3 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 1.5x4 =3x4 4x12 1.5x4 =3x4 =3x4 3x5 =4x4 =3x8 3x5 1.5x4 =3x4 713 12 11 10 9 8 6 2112 5 3 17 20 18 19 4 T1 B1 B2 0-10-12 21-10-12 2-4-2 2-4-2 4-0-15 6-5-1 4-0-15 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0 2-5-14 2-5-14 3-11-3 6-5-1 4-0-15 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[6:0-4-8,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL)-0.03 10>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)-0.08 8-9>999180 TCDL 10.0 RepStress Incr YES WB 0.45 Horiz(TL)0.03 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:103 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-1-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=791/0-6-0,(min.0-1-8),13=752/0-6-0,(min.0-1-8) Max Horiz13=-268(LC14) Max Uplift6=-121(LC17),13=-99(LC16) Max Grav6=895(LC2),13=901(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1152/158,3-17=-810/184,17-18=-701/195,4-18=-696/212,4-19=-680/210,19-20=-683/192,5-20=-753/176, 5-21=-888/153,6-21=-1064/127 BOT CHORD 12-13=-151/995,11-12=-148/999,10-11=-148/999,9-10=-84/826,8-9=-18/746,6-8=-18/746 WEBS 3-9=-476/193,4-9=-153/668,5-9=-405/207,2-13=-1281/158 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to2-4-2, Interior(1)2-4-2 to10-6-0,Exterior(2)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 zone;cantileverleftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding99 lbupliftat joint13and121 lbupliftat joint6. 9)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T21 1 11904362-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:02 Page: 1 ID:unxZ5?MLFQx?LW9NNSYG6wyYMD4-WoJYUz9T7ODFTGGqrQ5jDWLXEkYpe?jOpCZ1lLyRAl3 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 =3x4 =3x4 =6x6 =4x4 4x4 =4x4 =3x8 5x6 2x4 10 98 7 6 1 2 5 3 15 1411 13 12 4 T1 B1 B2 3-5-5 3-5-5 3-9-2 7-2-7 3-9-9 11-0-0 6-10-0 17-10-0 3-7-1 3-7-1 6-10-0 17-10-0 7-4-15 11-0-0Scale = 1:45.6 Plate Offsets(X,Y):[5:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.08 7-8>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(TL)-0.23 7-8>910180 TCDL 10.0 RepStress Incr YES WB 0.54 Horiz(TL)0.02 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:84 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=624/Mechanical,(min.0-1-8),10=651/0-6-0,(min.0-1-8) Max Horiz10=232(LC15) Max Uplift6=-80(LC16),10=-97(LC16) Max Grav6=702(LC2),10=742(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1941/267,3-11=-699/151,11-12=-562/161,4-12=-533/179,4-13=-538/150,13-14=-554/127,14-15=-562/124, 5-15=-650/121,5-6=-646/142 BOT CHORD 9-10=-220/1505,8-9=-220/1505,7-8=-133/790 WEBS 2-10=-1605/181,4-7=-68/449,5-7=-25/432,2-8=-744/181,3-7=-548/209,3-8=-128/1052 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-5-5, Interior(1)3-5-5 to11-0-0,Exterior(2)11-0-0 to14-0-0, Interior(1)14-0-0 to17-8-4 zone; cantilever leftandrightexposed ;end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding97 lbupliftat joint10and80 lbupliftat joint6. 9)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T22 1 11904362-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:02 Page: 1 ID:KQX6FDTBUiROIAtyUdAmZKyYM92-WoJYUz9T7ODFTGGqrQ5jDWLSrkWCe_NOpCZ1lLyRAl3 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 =3x4 =3x4 =5x6 =3x5 3x5 =4x4 =3x8 5x6 2x4 10 9 8 7 6 1 11 2 512 173 1613 15 14 4 T1 B1 B2 4-0-9 4-0-9 3-5-12 7-6-4 3-5-12 11-0-0 6-10-0 17-10-0 4-2-5 4-2-5 6-9-11 11-0-0 6-10-0 17-10-0Scale = 1:45.6 Plate Offsets(X,Y):[5:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.05 7-8>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(TL)-0.16 7-8>999180 TCDL 10.0 RepStress Incr YES WB 0.59 Horiz(TL)0.02 6 n/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 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=625/Mechanical,(min.0-1-8),10=656/0-6-0,(min.0-1-8) Max Horiz10=232(LC13) Max Uplift6=-77(LC16),10=-100(LC16) Max Grav6=702(LC2),10=709(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-1635/219,3-12=-1635/246,3-13=-670/155,13-14=-574/171,4-14=-530/179,4-15=-526/147,15-16=-542/124, 16-17=-549/122,5-17=-648/119,5-6=-643/143 BOT CHORD 9-10=-202/1238,8-9=-202/1238,7-8=-119/722 WEBS 2-10=-1357/170,4-7=-75/451,5-7=-26/418,2-8=-600/177,3-7=-519/197,3-8=-125/841 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to3-1-12, Interior(1)3-1-12 to11-0-0,Exterior(2)11-0-0 to14-0-0, Interior(1)14-0-0 to17-8-4 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint10and77 lbupliftat joint6. 9)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T23 1 11904362-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:03 Page: 1 ID:lLrNjJYOmkXvshbte6lP8uyYM7g-__twiJA5uhL65Qr1P7cymjudd8s5NPnY2sIaHoyRAl2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 =4x8 =6x6 =5x12 3x6 4x4 =4x8 3x6 =8x8 2x4 4x12 =5x6 =6x10 =MT18HS10x14 16 15 14 13 1224 11 10 9 8 1 17 2 7236 18 22 3 5 19 21 20 4 T1 T3 B1 B2 0-1-12 21-6-0 0-9-12 22-3-12 2-1-5 19-7-11 1-8-9 21-4-4 3-3-3 17-6-7 3-3-3 7-8-13 4-5-9 4-5-9 3-3-3 14-3-3 3-3-3 11-0-0 1-8-9 21-6-0 2-4-13 19-9-7 2-11-11 17-4-11 3-4-15 14-4-15 4-7-5 4-7-5 6-4-11 11-0-0Scale =1:47 Plate Offsets(X,Y):[2:0-2-1,Edge], [7:0-3-0,0-2-1], [10:Edge,0-8-12], [11:0-2-12,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.50 Vert(LL)-0.1114-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.86 Vert(TL)-0.2814-15>916180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.93 Horiz(TL)0.04 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:118lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x6SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-6-9ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1723/0-6-0,(min.0-3-5),16=946/0-6-0,(min.0-1-12) MaxHoriz16=-245(LC10) MaxUplift10=-374(LC13),16=-153(LC12) MaxGrav10=2092(LC39),16=1119(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-16=-1068/169,1-17=-1965/204,2-17=-1964/204,2-18=-2499/302,3-18=-2439/323,3-19=-1431/248,19-20=-1317/259, 4-20=-1296/271,4-21=-1317/267,5-21=-1429/244,5-22=-2012/306,6-22=-2075/286,6-23=-1376/286,7-23=-1376/286, 7-8=-1904/352,8-10=-2101/381 BOTCHORD 14-15=-147/1327,13-14=-128/1504,12-13=-372/2745,12-24=-365/2696,11-24=-365/2696 WEBS 1-15=-235/2166,2-15=-1753/305,6-12=-101/798,6-11=-1850/211,7-11=-124/1039,8-11=-241/1588,3-14=-583/206, 4-14=-259/1398,5-14=-912/289,5-13=-166/866,6-13=-1508/345,3-15=-140/1008 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6)Provideadequatedrainage toprevent waterponding. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding153 lbupliftat joint16and374lbupliftat joint10. 10)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)66 lbdownand84 lbupat19-7-11on topchord,and933 lbdownand173 lbupat17-10-12,and196 lbdownand82lbupat19-6-10onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 12)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-61,2-4=-51,4-6=-51,6-7=-61,7-8=-51,8-9=-51,10-16=-20 ConcentratedLoads(lb) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T24 1 11904362-12T RoofSpecialGirder JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct2114:26:03 Page: 1 ID:?UmzOAwPI5cib2aGZVnho4yY0oT-__twiJA5uhL65Qr1P7cymjuf28l1NKQY2sIaHoyRAl2 Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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:11=-196(B),24=-859(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T24 1 11904362-12T RoofSpecialGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:26:03 Page: 2 ID:?UmzOAwPI5cib2aGZVnho4yY0oT-__twiJA5uhL65Qr1P7cymjuf28l1NKQY2sIaHoyRAl2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 =MT18HS6x12 =MT18HS6x12 =10x10 =MT18HS5x12 =MT18HS10x14 4x6 5x10 =12x12 4x6 =8x8 3x8 =8x8 =8x10 =5x12 =12x12 10 19 28 29 18 1716 30 1531 3214 33 1334 12 11 9 82771202213 22 26 64 23 25 24 5 T1 T3 B1 B2 0-2-12 21-6-0 0-9-12 22-3-12 2-1-5 18-11-5 2-7-0 2-7-0 2-7-0 5-2-0 2-3-15 21-3-4 2-11-0 8-1-0 2-11-0 16-10-0 2-11-0 13-11-0 2-11-0 11-0-0 2-4-13 19-1-1 2-4-15 21-6-0 2-9-4 8-1-0 2-9-4 16-8-4 2-11-0 13-11-0 2-11-0 11-0-0 5-3-12 5-3-12Scale =1:47.3 Plate Offsets(X,Y):[2:0-3-4,0-2-0], [3:0-8-12,0-2-0], [4:0-0-12,0-1-8], [6:0-1-0,0-1-12], [7:0-2-12,0-5-0], [8:0-5-0,0-3-0], [11:Edge,0-10-12], [12:0-4-0,0-2-0], [14:0-3-8,0-4-0], [17:0-4-0,0-5-0], [18:0-3-8,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.69 Vert(LL)-0.2015-16>999240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.65 Vert(TL)-0.4215-16>601180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 1.00 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:326 lbFT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T1:2x4SPF1650F1.5E BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W1,W12:2x6SPF No.2,W6,W10,W11,W2:2x4 SPF No.2,W8,W3:2x4SPF1650F1.5E BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-3-15ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)11=7612/0-6-0,(min.0-3-5),19=9491/0-6-0,(min.0-4-0) MaxHoriz19=-251(LC10) MaxUplift11=-1625(LC13),19=-1253(LC12) MaxGrav11=7975(LC39),19=9617(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-20=-402/75,2-20=-402/75,2-21=-13746/1724,3-21=-13746/1724,3-22=-11728/1538,4-22=-11636/1552, 4-23=-8750/1274,23-24=-8706/1278,5-24=-8586/1295,5-25=-8594/1286,6-25=-8759/1266,6-26=-11399/1752, 7-26=-11453/1738,7-27=-6467/1415,8-27=-6467/1415,8-9=-8700/1849,9-11=-7905/1688 BOTCHORD 19-28=-862/6641,28-29=-862/6641,18-29=-862/6641,17-18=-1687/13581,16-17=-1687/13581,16-30=-1119/8951, 15-30=-1119/8951,15-31=-1231/8662,31-32=-1231/8662,14-32=-1231/8662,14-33=-2244/11933,13-33=-2244/11933, 13-34=-2196/11816,12-34=-2196/11816,11-12=-112/621 WEBS 3-18=-3153/493,3-16=-6383/783,4-16=-601/5654,4-15=-4427/582,5-15=-1537/10501,6-15=-3838/928, 7-13=-894/2172,7-12=-8329/1376,8-12=-1048/4956,9-12=-1350/6531,2-18=-1238/10123,2-19=-9635/1257, 6-14=-1044/5037,7-14=-4447/1431 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-4-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-5-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)Provideadequatedrainage toprevent waterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T25 1 21904362-12T RoofSpecialGirder JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct2114:26:04 Page: 1 ID:Zo38ZObOUhKU_sOYSijHjUyY0l1-__twiJA5uhL65Qr1P7cymjuc68oFNJIY2sIaHoyRAl2 Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1253lbupliftat joint19and1625lbupliftat joint11. 12)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)2152 lbdownand312 lbupat1-6-0,1480lbdownand170 lbupat3-6-0, 1685lbdownand178 lbupat5-6-0,1685 lbdownand178 lbupat7-6-0,1669 lbdownand173lbupat9-6-0,1571 lbdownand147 lbupat11-6-0,1485 lbdownand 116 lbupat13-6-0,and1637 lbdownand200 lbupat15-6-0,and2126 lbdownand1230 lbupat17-5-4onbottom chord.Thedesign/selectionof such connectiondevice (s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-61,3-5=-51,5-7=-51,7-8=-61,8-9=-51,9-10=-51,11-19=-20 ConcentratedLoads(lb) Vert:17=-1685(F),18=-1685(F),28=-2152(F),29=-1480(F),30=-1669(F),31=-1571(F),32=-1485(F),33=-1637(F),34=-2126(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T25 1 21904362-12T RoofSpecialGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:26:04 Page: 2 ID:Zo38ZObOUhKU_sOYSijHjUyY0l1-__twiJA5uhL65Qr1P7cymjuc68oFNJIY2sIaHoyRAl2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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. 2x4 =3x4 1.5x4 =8x8 =3x4 2x4 6 7 5 8 4 1 2 3 T1 B1 2-3-0 2-3-0 2-3-0 4-6-0 2-3-0 2-3-0 2-3-0 4-6-0 Scale = 1:27.2 Plate Offsets(X,Y):[5:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)-0.01 5-6>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)-0.01 5-6>999180 TCDL 10.0 RepStress Incr NO WB 0.36 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:23 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x6SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=879/Mechanical,(min.0-1-8),6=698/0-4-0,(min.0-1-8) Max Horiz6=-69(LC8) Max Uplift4=-153(LC9),6=-128(LC8) Max Grav4=953(LC2),6=749(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-6=-571/114,1-2=-592/89,2-3=-592/89,3-4=-571/114 WEBS 3-5=-137/781,1-5=-137/781 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzone; cantilever leftandrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Provideadequatedrainage topreventwaterponding. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding128 lbupliftatjoint6and153 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)682 lbdownand100lbupat1-6-12,and684 lbdownand95lbupat 3-6-12onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-61,4-6=-20 ConcentratedLoads(lb) Vert:7=-622(F),8=-615(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T26 1 11904362-12T FlatGirder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:04 Page: 1 ID:L2hff5iAT1IwYrgZT2?hiryYM7S-SARIvfAkf?TzjaQDyr8BIxRuYXEk6wehGW27pEyRAl1 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 7 12 1.5x4 1.5x4 =5x6 1.5x4 3x4 2x4 6 5 4 1 7 2 3 T1 B1 1-2-13 2-4-11 1-6-5 1-6-5 2-11-11 4-6-0 1-8-1 1-8-1 2-9-15 4-6-0 Scale = 1:28.8 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)-0.02 4-5>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)-0.05 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=151/Mechanical,(min.0-1-8),6=161/0-4-0,(min.0-1-8) Max Horiz6=91(LC15) Max Uplift4=-46(LC16),6=-25(LC16) Max Grav4=218(LC34),6=174(LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-1-12 to1-6-5, Interior(1)1-6-5 to4-4-4 zone;cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Provideadequatedrainage topreventwaterponding. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint6and46 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T27 1 11904362-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:05 Page: 1 ID:1AoajGLT?ca_1AWY5EHLziyYLx0-SARIvfAkf?TzjaQDyr8BIxRtWXFq6?rhGW27pEyRAl1 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 6x8 4x8 =8x8 3x8 4x6 =8x8 3x8 =8x8 4x8 6x8 11 10 14 9 15 816 17 7 1 2 6 53 1312 4 B1 0-9-12 -0-9-12 0-2-12 0-2-12 3-8-10 3-11-6 3-9-10 7-9-0 3-9-10 11-6-10 3-11-6 15-6-0 3-9-10 7-9-0 3-9-10 11-6-10 3-11-6 15-6-0 3-11-6 3-11-6Scale =1:45.3 Plate Offsets(X,Y):[7:Edge,0-5-8], [8:0-3-8,0-4-8], [9:0-4-0,0-4-8], [10:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.38 Vert(LL)0.06 9-10>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.35 Vert(TL)-0.13 9-10>999180 TCDL 10.0 RepStress Incr NO WB 0.81 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:198 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2,W5:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-1-11ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)7=5924/0-6-0,(min.0-2-7),11=4604/0-6-0,(min.0-1-15) MaxHoriz11=214(LC9) MaxUplift7=-968(LC13),11=-1303(LC12) MaxGrav7=5924(LC1),11=4656(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-5406/1525,3-12=-4281/930,4-12=-4215/947,4-13=-4225/948,5-13=-4284/933,5-6=-5745/1010,2-11=-4523/1266, 6-7=-4615/812 BOTCHORD 10-11=-317/510,10-14=-1175/4077,9-14=-1175/4077,9-15=-710/4355,8-15=-710/4355,8-16=-159/878, 16-17=-159/878,7-17=-159/878 WEBS 3-10=-921/1516,2-10=-985/3749,3-9=-1279/849,4-9=-1102/5200,5-9=-1603/280,5-8=-177/1939,6-8=-599/3584 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-3rows staggeredat0-8-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1303 lbupliftat joint11and968lbupliftat joint7. 10)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1975lbdownand1214 lbupat4-0-0,1422 lbdownand180 lbupat 6-0-0,1468lbdownand161 lbupat8-0-0,1513 lbdownand188 lbupat10-0-0,and1566 lbdownand210lbupat12-0-0,and1578lbdownand213 lbupat14-0-0on bottom chord.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-WoodsideatWestClayLot30 T28 1 21904362-12T CommonGirder JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct2114:26:05 Page: 1 ID:I9P?e?A6w7fYKr8dq7rKrgyYObf-wN_g7?BMQJbqKk?PWYfQr8z0PxZMrGurVAnhLgyRAl0 Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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=-51,2-4=-51,4-6=-51,7-11=-20 ConcentratedLoads(lb) Vert:10=-1863(F),9=-1468(F),14=-1422(F),15=-1513(F),16=-1566(F),17=-1578(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T28 1 21904362-12T CommonGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:26:05 Page: 2 ID:I9P?e?A6w7fYKr8dq7rKrgyYObf-wN_g7?BMQJbqKk?PWYfQr8z0PxZMrGurVAnhLgyRAl0 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3 12 =3x4 1.5x4 1.5x4 1 4 2 8 9 10 3 B1 1-2-12 -1-2-12 6-6-0 6-6-0 6-6-0 Scale = 1:26.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)0.19 4-7>406240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(TL)-0.21 4-7>370180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 2 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=293/0-4-0,(min.0-1-8),4=219/0-6-0,(min.0-1-8) Max Horiz2=82(LC12) Max Uplift2=-163(LC12),4=-120(LC12) Max Grav2=335(LC2),4=247(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-4-4zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10;Min. flatroof snow loadgoverns. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding120 lbupliftatjoint4and163 lbupliftat joint2. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T29 6 11904362-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:05 Page: 1 ID:vuEiAUyN1BC4WvyFekufXmyYOSv-wN_g7?BMQJbqKk?PWYfQr8zzDxZzrSUrVAnhLgyRAl0 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3 12 =3x5 1.5x4 6x6 =6x6 1.5x4 680.00 lb 1 6 5 2 10 11 3 4 B1 1-2-12 -1-2-12 3-8-0 10-8-0 7-0-0 7-0-0 3-8-0 10-8-0 7-0-0 7-0-0 Scale = 1:30.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 Vert(LL)0.14 6-9>889240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.62 Vert(TL)-0.17 6-9>747180 TCDL 10.0 RepStress Incr NO WB 0.69 Horiz(TL)0.03 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:35 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-4-1ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=687/0-4-0,(min.0-1-8),5=888/0-6-0,(min.0-1-9) Max Horiz2=124(LC12) Max Uplift2=-358(LC12),5=-468(LC12) Max Grav2=780(LC2),5=1003(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-10=-1752/1590,10-11=-1707/1595,3-11=-1668/1606 BOT CHORD 2-6=-1626/1656,5-6=-1626/1656 WEBS 3-5=-1879/1846 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-6-4 zone; cantilever leftexposed ; end vertical leftexposed;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:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10;Min. flatroof snow loadgoverns. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding358 lbupliftatjoint2and468 lbupliftat joint5. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)768 lbdownand783lbupat7-0-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,5-7=-20 ConcentratedLoads(lb) Vert:3=-680 TrapezoidalLoads(lb/ft) Vert:3=-101(F=-50)-to-4=-51 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T30 3 11904362-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:05 Page: 1 ID:gg1ByyRp8oX8q5FfFW5Q9jyYMjF-wN_g7?BMQJbqKk?PWYfQr8z_gxVCrIjrVAnhLgyRAl0 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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 12 7 12 3x8 1.5x4 4x6 =3x4 1.5x4 7 6 5 1 2 8 9 3 4 B1 6-0-0 1-4-12 -1-4-12 1-9-0 8-4-0 6-7-0 6-7-0 1-10-12 8-4-0 6-5-4 6-5-4 Scale = 1:33 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.39 Vert(LL)0.08 6-7>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)-0.10 6-7>960180 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:32 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=277/0-6-0,(min.0-1-8),7=370/0-4-0,(min.0-1-8) Max Horiz7=135(LC16) Max Uplift5=-107(LC13),7=-192(LC12) Max Grav5=313(LC2),7=423(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-371/243,2-8=-292/147 WEBS 3-6=-287/251,3-5=-415/416 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-4-12 to1-7-4, Interior(1)1-7-4 to8-2-4zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding192 lbupliftatjoint7and107 lbupliftat joint5. 7)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T31 9 11904362-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:05 Page: 1 ID:TOw2_RyW1vNS69r7zmqegbyYOxu-wN_g7?BMQJbqKk?PWYfQr8z?CxafrQUrVAnhLgyRAl0 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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 12 3x8 1.5x4 1.5x4 5 4 1 2 6 7 3 B1 1-4-12 -1-4-12 3-2-8 3-2-8 0-1-8 3-2-8 3-1-0 3-1-0 Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)0.01 4-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)-0.01 4-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-2-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=83/Mechanical,(min.0-1-8),5=202/0-4-0,(min.0-1-8) Max Horiz5=58(LC12) Max Uplift4=-53(LC12),5=-118(LC12) Max Grav4=92(LC2),5=234(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-1-4-12 to1-7-4, Interior(1)1-7-4 to3-0-12 zone; cantilever leftexposed ; end vertical leftexposed;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:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding118 lbupliftat joint5and53 lbupliftatjoint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T32 2 11904362-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:05 Page: 1 ID:z7IEPAxdUG7pzhiHwFPy3qyRAuN-wN_g7?BMQJbqKk?PWYfQr8z3Txe?rSUrVAnhLgyRAl0 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 1.5x4 3x5 =3x4 =5x6 =3x4 =3x8 =3x4 1.5x4 =4x10 =5x6 =3x4 3x5 1.5x4 22 23 26 27 15 14 13 12 24 25 11 10 9 81 2 7 4 18 19 517 2016 21 63 T2 B1 B2 0-1-12 0-1-12 0-1-12 17-2-0 0-9-12 -0-9-12 0-9-12 17-11-12 1-6-2 17-0-4 1-6-2 1-7-14 4-6-14 15-6-2 4-6-14 6-2-11 4-8-10 10-11-5 1-6-2 17-2-0 1-6-2 1-6-2 4-8-10 15-7-14 4-8-10 10-11-5 4-8-10 6-2-11 Scale=1:34.3 PlateOffsets(X,Y):[3:0-3-0,0-2-1], [6:0-3-0,0-2-1], [12:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.41 Vert(LL)-0.0911-12>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.57 Vert(TL)-0.1711-12>999180 TCDL 10.0 RepStress Incr NO WB 0.59 Horiz(TL)0.03 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:73 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-10-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=712/0-6-0,(min.0-1-8),15=712/0-6-0,(min.0-1-8) Max Horiz15=-88(LC10) Max Uplift9=-313(LC8),15=-309(LC9) Max Grav9=917(LC34),15=917(LC34) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-776/286,3-16=-1889/576,16-17=-1889/576,4-17=-1890/576,4-18=-1887/576,18-19=-1887/576,5-19=-1887/576, 5-20=-1889/577,20-21=-1887/577,6-21=-1887/577,6-7=-776/290,2-15=-928/309,7-9=-928/314 BOTCHORD 13-14=-260/647,13-22=-260/647,22-23=-260/647,12-23=-260/647,12-24=-587/1889,24-25=-587/1889, 11-25=-587/1889,11-26=-243/648,26-27=-243/648,10-27=-243/648 WEBS 3-14=-347/159,3-12=-376/1370,4-12=-489/184,5-11=-489/181,6-11=-373/1368,6-10=-346/159,2-14=-269/762, 7-10=-275/764 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding309 lbupliftat joint15and313lbupliftat joint9. 9)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)124 lbdownand128 lbupat1-7-14,72lbdownand44lbupat3-9-0,72 lbdownand44 lbupat5-9-0,72 lbdownand44 lbupat7-9-0,72 lbdownand44 lbupat9-9-0,72 lbdownand44 lbupat11-9-0,and72 lbdownand44 lbupat13-9-0, and124 lbdownand128 lbupat15-6-2on top chord,and30 lbdownand29 lbupat1-7-14,16 lbdownand14 lbupat3-9-0,16lbdownand14lbupat5-9-0,16 lb downand14lbupat7-9-0,16 lbdownand14 lbupat9-9-0,16lbdownand14 lbupat11-9-0,and16 lbdownand14 lbupat13-9-0,and30lbdownand29 lbupat 15-5-0onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T33 1 11904362-12T Hip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:26:06 Page: 1 ID:dBPKHzMyCJqpSB4Pb55Y3PyRAz?-OZY2KKC_Bcjhyuac4GAfNMWAiLsGamX_kqXEu7yRAl? Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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=-51,2-3=-51,3-6=-61,6-7=-51,7-8=-51,9-15=-20 ConcentratedLoads(lb) Vert:14=2(F),10=2(F),22=0(F),23=0(F),24=0(F),25=0(F),26=0(F),27=0(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T33 1 11904362-12T HipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:26:06 Page: 2 ID:dBPKHzMyCJqpSB4Pb55Y3PyRAz?-OZY2KKC_Bcjhyuac4GAfNMWAiLsGamX_kqXEu7yRAl? DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x5 =3x4 =4x8 1.5x4 1.5x4 1.5x4 =5x6 =4x8 1.5x4 =5x6 1.5x4 3x4 2x4 =4x12 =4x10 4x6 =4x6 2x4 19 18 12 11 10 1 982 16 15 1417 13 73 521 22 23204 6 T2 T4 B1 B5 B3 0-3-2 0-5-2 0-1-12 0-1-12 0-9-12 -0-9-12 0-8-6 3-0-10 0-10-6 14-11-12 1-5-14 18-6-8 2-0-14 17-0-10 2-2-8 2-4-4 5-6-6 8-7-0 5-6-6 14-1-6 0-0-6 18-6-8 0-4-14 2-10-14 0-6-14 14-10-0 1-7-4 18-6-2 2-0-14 16-10-14 2-6-0 2-6-0 5-8-2 8-7-0 5-8-2 14-3-2 Scale =1:38.4 Plate Offsets(X,Y):[4:0-3-0,0-2-1], [6:0-3-0,0-2-1], [8:0-5-8,0-2-4], [13:0-8-12,0-2-12], [17:0-5-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL)-0.10 15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.68 Vert(TL)-0.2014-15>999180 TCDL 10.0 RepStress Incr YES WB 0.59 Horiz(TL)0.10 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:85 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-4-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=709/0-7-12,(min.0-1-8),19=756/0-6-0,(min.0-1-8) MaxHoriz19=109(LC13) MaxUplift10=-69(LC12),19=-83(LC13) Max Grav10=890(LC40),19=891(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1355/202,3-4=-1248/194,4-20=-2099/296,20-21=-2101/296,5-21=-2102/295,5-22=-2102/296,22-23=-2101/296, 6-23=-2100/296,6-7=-1649/232,7-8=-1970/267,8-9=-1304/190,9-10=-804/116,2-19=-865/176 BOTCHORD 16-17=-192/1067,15-16=-194/1066,14-15=-163/1410,13-14=-158/1388,7-13=-75/416 WEBS 4-15=-198/1120,5-15=-624/183,6-15=-174/748,6-14=0/363,8-11=-1292/208,11-13=-139/1027,9-11=-189/1377, 8-13=-68/386,2-17=-99/986 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-0-9-12 to2-3-2, Interior(1)2-3-2 to3-0-10,Exterior(2)3-0-10 to6-0-10, Interior(1)6-0-10 to14-1-6,Exterior(2)14-1-6 to17-0-10, Interior(1)17-0-10 to 18-4-12zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding69 lbupliftatjoint10and83 lbupliftatjoint19. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T34 1 11904362-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:26:07 Page: 1 ID:V8I7HH?EsByL?jMqh0iaQhyRCrX-tl6RYgDcywrYa29oezhuwZ3JFl9mIDk8zUGoQZyRAl_ DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x5 =3x4 =4x8 1.5x4 3x5 =3x4 =5x6 =3x8 1.5x4 =5x6 =3x4 4x6 3x4 =6x10 =5x12 4x8 =4x10 3x4 19 18 12 11 23 10 1 2 16 15 1417 13 98 22 73 5 21204 6 T2 T4 B1 B5 B3 0-1-12 0-1-12 0-9-12 -0-9-12 1-3-4 16-3-0 2-2-8 2-4-4 2-1-3 4-5-7 2-3-3 14-11-12 4-1-9 12-8-9 4-1-9 8-7-0 4-3-8 20-6-8 0-0-6 20-6-8 1-3-4 16-1-4 1-9-11 4-3-11 1-11-11 14-10-0 2-6-0 2-6-0 4-3-5 12-10-5 4-3-5 8-7-0 4-4-14 20-6-2 Scale =1:41.4 Plate Offsets(X,Y):[4:0-3-0,0-2-1], [6:0-3-0,0-2-1], [7:0-1-4,0-2-0], [8:0-6-4,0-2-4], [11:0-3-4,0-1-8], [13:0-6-12,0-4-12], [17:0-5-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.51 Vert(LL)-0.1513-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.84 Vert(TL)-0.3113-14>775180 TCDL 10.0 RepStress Incr NO WB 0.93 Horiz(TL)0.13 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:101 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W10:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=918/0-7-12,(min.0-1-12),19=825/0-6-0,(min.0-1-8) MaxHoriz19=148(LC9) MaxUplift10=-228(LC13),19=-80(LC12) Max Grav10=1122(LC36),19=937(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1340/195,3-4=-1236/164,4-20=-1495/173,5-20=-1497/173,5-21=-1497/173,6-21=-1496/173,6-7=-1776/177, 7-22=-3360/357,8-22=-3382/348,8-9=-2155/244,9-10=-947/142,2-19=-901/131 BOTCHORD 16-17=-238/1016,15-16=-176/964,14-15=-136/1365,13-14=-275/2571,7-13=-237/2058 WEBS 4-15=-130/694,5-15=-479/140,6-14=-92/755,7-14=-1472/258,8-13=-50/599,8-11=-2602/317,11-13=-312/2522, 9-11=-240/2155,2-17=-100/969 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding228 lbupliftatjoint10and80 lbupliftat joint19. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)72 lbdownand79 lbupat18-7-6,and80lbdownand72lbupat20-4-12 onbottom chord.Thedesign/selectionofsuch 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:1-2=-51,2-4=-51,4-6=-61,6-8=-51,8-9=-61,18-19=-20,13-17=-20,10-12=-20 ConcentratedLoads(lb) Vert:10=-72(F),23=-64(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T35 1 11904362-12T RoofSpecial Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:26:07 Page: 1 ID:VIN_1uyJi4iv2b7RruvfTYyRAt3-tl6RYgDcywrYa29oezhuwZ3Jol6AI8V8zUGoQZyRAl_ DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x5 =3x4 =4x8 1.5x4 3x8 =3x4 =5x6 =5x6 =3x8 6x8 3x4 10x10 =6x6 =8x10 =3x8 2x4 17 16 11 10 9 1 2 14 13 1215 8282726718 6325 2419 20 54212223 T2 T4 B1 B5 B3 0-3-14 0-5-10 15-5-6 0-1-12 0-1-12 0-9-12 -0-9-12 2-2-8 2-4-4 3-6-0 5-10-4 3-8-0 14-11-12 5-5-8 11-3-12 5-4-10 20-10-0 0-9-2 15-7-2 2-6-0 2-6-0 3-2-8 5-8-8 3-4-8 14-10-0 5-2-14 20-10-0 5-9-0 11-5-8 Scale =1:41.8 Plate Offsets(X,Y):[4:0-3-0,0-2-1], [5:0-3-0,0-2-1], [12:0-1-12,Edge], [15:0-5-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.65 Vert(LL)-0.1312-13>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(TL)-0.2912-13>845180 TCDL 10.0 RepStress Incr YES WB 0.72 Horiz(TL)0.12 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:102 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W9:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-2-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 9-4-10ocbracing:12-13 6-0-0ocbracing:11-12. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=794/0-6-0,(min.0-1-8),17=816/0-6-0,(min.0-1-10) MaxHoriz17=188(LC13) MaxUplift9=-112(LC17),17=-87(LC16) Max Grav9=974(LC40),17=1042(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-18=-1398/274,3-18=-1273/278,3-19=-1106/203,19-20=-1013/213,4-20=-999/226,4-21=-1021/233,21-22=-1021/233, 22-23=-1021/233,5-23=-1021/233,5-24=-1284/254,24-25=-1338/229,6-25=-1348/226,6-7=-3015/469,7-26=-1600/244, 26-27=-1601/244,27-28=-1601/243,8-28=-1602/243,8-9=-920/170,2-17=-998/195 BOTCHORD 14-15=-295/1065,13-14=-152/809,12-13=-395/2149,6-12=-248/1898,10-11=-75/369 WEBS 3-14=-383/172,4-14=-16/266,4-13=-78/290,5-13=-38/525,6-13=-1263/259,7-10=-3037/577,10-12=-416/2734, 8-10=-240/1655,7-12=-183/905,2-15=-153/1004 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-0-9-12 to2-4-4, Interior(1)2-4-4 to5-10-4,Exterior(2)5-10-4 to8-10-4, Interior(1)8-10-4 to11-3-12,Exterior(2)11-3-12 to14-3-12, Interior(1)14-3-12 to 20-8-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)TheFabricationToleranceatjoint12=0% 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding112lbupliftat joint9and87lbupliftat joint17. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T36 1 11904362-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct2114:26:08 Page: 1 ID:hmAHBj7X5ZoHZLTtT3e9MnyRArZ-Lxgpl0DEjEzPBBj_BhC7TnbST9Sx1eyHB80Lx?yRAkz DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x5 =3x4 =4x8 1.5x4 3x6 =3x4 =5x6 =5x6 =3x8 =6x6 =6x10 2x4 3x4 =4x4 =3x10 16 15 10 9 1 2 13 12 1114 3 7 22 23 86 17 2118 19 4 20 5 T2 T4 B1 B5 B3 0-6-3 14-11-12 0-1-12 0-1-12 0-9-12 -0-9-12 2-7-14 9-10-15 2-2-8 2-4-4 4-6-10 14-5-9 5-10-4 20-10-0 4-10-13 7-3-1 2-6-0 2-6-0 2-11-6 10-0-11 4-7-5 7-1-5 4-9-5 14-10-0 6-0-0 20-10-0Scale = 1:44 Plate Offsets(X,Y):[3:0-1-4,0-1-8], [4:0-3-0,0-2-1], [5:0-3-0,0-2-1], [6:0-2-1,Edge], [11:0-2-8,0-2-12], [14:0-5-12,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.0911-12>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(TL)-0.2311-12>999180 TCDL 10.0 RepStress Incr YES WB 0.82 Horiz(TL)0.11 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:113 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-4-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-7-15ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=790/0-6-0,(min.0-1-8),16=802/0-6-0,(min.0-1-13) Max Horiz16=229(LC13) Max Uplift9=-124(LC17),16=-98(LC16) Max Grav9=944(LC40),16=1136(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1573/292,3-17=-1175/181,17-18=-1057/192,18-19=-1008/211,4-19=-871/215,4-20=-843/220,5-20=-843/220, 5-21=-1112/227,6-21=-1256/204,6-7=-1881/308,7-22=-1847/311,22-23=-1847/311,8-23=-1847/311,8-9=-875/187, 2-16=-1080/191 BOT CHORD 13-14=-373/1263,12-13=-158/774,11-12=-373/1953,7-11=-818/274 WEBS 3-13=-565/244,4-13=-36/261,5-12=-52/449,6-12=-1206/249,6-11=-465/288,8-11=-355/1901,2-14=-184/1173 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)-0-9-12 to2-4-4, Interior(1)2-4-4 to7-3-1,Exterior(2)7-3-1 to12-10-15, Interior(1)12-10-15 to20-8-4zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces with slopes lessthan 0.500/12 inaccordance with IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding124 lbupliftatjoint9and98 lbupliftat joint16. 9)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T37 1 11904362-12T RoofSpecial Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:09 Page: 1 ID:?BCdwN1aRcFe3tiIMJUlucyRAqO-p8EByMEsUX5GpLIBlOjM?_8e9YtCm4iQQoluTRyRAky DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 5x8 =6x6 =5x12 2x4 3x6 =8x8 =MT18HS6x12 =10x10 =8x8 3x10 =MT18HS6x12 =MT18HS8x12 2x4 4x8 =6x6 =5x12 =MT18HS5x12 2x4 19 18 12 28 1129 30 10 1 2 17 24 25 1626 15 27 14 13 3 7 823 96 20 22 21 54 T2 T4 B1 B5 B3 0-8-5 14-11-12 0-9-12 -0-9-12 0-2-12 0-2-12 2-3-11 9-8-14 2-8-8 17-8-4 2-1-8 2-4-4 3-1-12 20-10-0 4-6-10 14-3-7 5-0-14 7-5-2 0-8-5 14-10-0 2-6-0 2-6-0 2-7-3 9-10-10 2-10-4 17-8-4 3-1-12 20-10-0 4-3-2 14-1-11 4-9-6 7-3-6 Scale =1:44.7 Plate Offsets(X,Y):[3:0-1-8,0-1-8], [4:0-8-12,0-1-12], [5:0-7-4,0-2-12], [6:0-5-4,0-3-12], [8:0-5-4,0-2-4], [11:0-2-0,0-4-0], [13:0-5-12,0-4-0],[15:0-3-8,0-4-0], [16:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.80 Vert(LL)-0.1914-15>999240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.82 Vert(TL)-0.4114-15>595180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.92 Horiz(TL)0.19 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:477 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T3,T4:2x6SP2400F2.0E BOTCHORD 2x6SP2400F2.0E*Except*B2:2x4SPFStud,B4:2x4SP2400F2.0E WEBS 2x4SPFStud*Except*W7,W8,W12,W3:2x4SPF No.2,W11,W1:2x6 SP2400F2.0E BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:17-18. REACTIONS (lb/size)10=10451/0-6-0,(min.0-2-15),19=7377/0-6-0,(min.0-2-2) MaxHoriz19=232(LC11) MaxUplift10=-1392(LC13),19=-1662(LC12) MaxGrav10=10605(LC36),19=7725(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-12110/2773,3-20=-10170/1763,20-21=-10020/1771,4-21=-9900/1791,4-5=-7600/1411,5-22=-11026/1641, 6-22=-11094/1621,6-7=-19969/2712,7-8=-19642/2668,9-10=-357/64,2-19=-7705/1761 BOTCHORD 3-17=-972/1755,17-24=-2354/9582,24-25=-2354/9582,16-25=-2354/9582,16-26=-1218/8241,15-26=-1218/8241, 15-27=-2914/21076,14-27=-2914/21076,13-14=-2905/20931,12-13=-167/1467,7-13=-1112/188,12-28=-227/1667, 11-28=-227/1667,11-29=-1175/8660,29-30=-1175/8660,10-30=-1175/8660 WEBS 3-16=-1936/1112,4-16=-1096/6112,5-16=-1713/0,5-15=-746/8229,6-15=-13819/1868,6-13=-2898/454, 11-13=-1011/7454,8-13=-1891/13645,8-11=-162/601,8-10=-11967/1597,2-17=-1977/8634,6-14=-183/2034, 17-19=-442/520 NOTES 1)3-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-6-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-3rows staggeredat0-4-0oc,2x4-1rowat0-9-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-10;Pr=20.0psf(rooflive load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordance with IBC1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)Provideadequatedrainage toprevent waterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1392 lbupliftat joint10and1662 lbupliftat joint19. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot30 T38 1 31904362-12T RoofSpecialGirder JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct2114:26:09 Page: 1 ID:wpM?9JQQui7jY4z28uw2HRyYTPv-p8EByMEsUX5GpLIBlOjM?_8bsYp4m24QQoluTRyRAky Continuedonpage 2 DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 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)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)1972 lbdownand1211 lbupat4-0-0,1761lbdownand316 lbupat 6-0-0,1481 lbdownand123 lbupat8-0-0,1533lbdownand140 lbupat10-0-0,1656 lbdownand168 lbupat12-0-0,1673 lbdownand173 lbupat14-0-0,2090 lb downand258 lbupat16-0-0,and2090 lbdownand258 lbupat18-0-0,and2093 lbdownand255 lbupat20-0-0onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-5=-61,5-6=-51,6-9=-61,18-19=-20,13-17=-20,10-12=-20 ConcentratedLoads(lb) Vert:15=-1533(B),14=-1673(B),24=-1864(B),25=-1761(B),26=-1481(B),27=-1656(B),28=-2090(B),29=-2090(B),30=-2093(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 T38 1 31904362-12T RoofSpecialGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 2114:26:09 Page: 2 ID:wpM?9JQQui7jY4z28uw2HRyYTPv-p8EByMEsUX5GpLIBlOjM?_8bsYp4m24QQoluTRyRAky DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 1 7 6 5 2 14 4 10 13 12 11 3 B1 3-8-4 10-7-10 6-11-6 6-11-6 10-7-10Scale = 1:37.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:38 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-7-10. (lb)-Max Horiz1=178(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,6except7=-200(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=318(LC 29),7=365(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-326/240 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-4-13 to3-4-13, Interior(1)3-4-13 to6-11-10,Exterior(2)6-11-10 to9-11-10, Interior(1)9-11-10 to10-6-2zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)5,1,6except(jt=lb)7=200. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V01 1 11904362-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:10 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-HKoZAiFVFrD7RVtNJ6FbYChvwyKTVhXafSVS0uyRAkx DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 1 7 6 5 2 4 10 13 11 14 12 3 B1 3-8-4 9-2-13 5-6-9 5-6-9 9-2-13Scale = 1:34 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:31 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings9-2-13. (lb)-Max Horiz1=131(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)5except1=-126(LC14), 7=-206(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=312(LC 29),7=363(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-382/291 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-4-13 to3-4-13, Interior(1)3-4-13 to5-6-14,Exterior(2)5-6-14 to8-6-14, Interior(1)8-6-14 to9-1-6 zone;cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)5except(jt=lb)1=126,7=206. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V02 1 11904362-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:10 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-HKoZAiFVFrD7RVtNJ6FbYChvwyKSViKafSVS0uyRAkx DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 =4x4 1.5x4 =3x4 1 4 3 10 14 11 15 13 12 2 B1 3-8-4 7-10-0 4-1-12 4-1-12 7-10-1Scale = 1:30.4 Plate Offsets(X,Y):[3:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:24 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings7-10-1. (lb)-Max Horiz1=82(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,4, 3 Max GravAllreactions250(lb)or lessat joint(s)1,3except4=256(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-4-13 to3-4-13, Interior(1)3-4-13 to4-2-1,Exterior(2)4-2-1 to7-2-1, Interior(1)7-2-1 to7-10-5 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)3,1,4,3. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V03 1 11904362-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:10 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-HKoZAiFVFrD7RVtNJ6FbYChweyJPVjGafSVS0uyRAkx DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 =4x4 1.5x4 2x4 3 4 1 2 B1 0-4-2 5-5-14 2-4-13 5-1-12 2-8-15 2-8-15 5-5-14 Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-5-14ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=47/5-5-14,(min.0-1-8),3=66/5-5-14,(min.0-1-8), 4=249/5-5-14,(min.0-1-8) Max Horiz1=-55(LC12) Max Uplift1=-9(LC16),3=-8(LC17),4=-41(LC17) Max Grav1=75(LC33),3=75(LC2),4=281(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding9lbupliftat joint1,8lbupliftat joint3and41 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V04 1 11904362-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:10 Page: 1 ID:wmMaZdpxTxLB2AE69D7?9IyYTYR-HKoZAiFVFrD7RVtNJ6FbYChx?yKkVj7afSVS0uyRAkx DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 =3x4 2x4 3 1 2 B1 0-4-2 2-8-5 1-0-0 2-4-3 1-4-2 1-4-2 2-8-5 Scale = 1:24.7 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.03 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=82/2-8-5,(min.0-1-8),3=82/2-8-5,(min.0-1-8) Max Horiz1=-24(LC12) Max Uplift1=-10(LC16),3=-14(LC17) Max Grav1=93(LC2),3=93(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding10 lbupliftat joint1and14 lbupliftat joint3. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V05 1 11904362-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:10 Page: 1 ID:sz3dhkTB_E0fvJnIlraRoUyYTXc-HKoZAiFVFrD7RVtNJ6FbYChyYyLTVjjafSVS0uyRAkx DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x4 =4x4 1.5x4 3x4 3 1 4 9 14 10 13 15 11 12 2 B1 0-4-2 8-7-12 3-11-12 8-3-10 4-3-14 4-3-14 8-7-12Scale = 1:31.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:25 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=56/8-7-12,(min.0-1-8),3=77/8-7-12,(min.0-1-8), 4=453/8-7-12,(min.0-1-8) Max Horiz1=-89(LC12) Max Uplift1=-23(LC34),4=-105(LC17) Max Grav1=116(LC33),3=87(LC2),4=511(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-339/129 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-4-13 to3-4-13, Interior(1)3-4-13 to4-4-3,Exterior(2)4-4-3 to7-4-3, Interior(1)7-4-3 to8-8-1 zone;cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding23 lbupliftat joint1and105 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V06 1 11904362-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct2114:26:10 Page: 1 ID:KThHx7nVkoYohdIMyZVIPDyYMb3-HKoZAiFVFrD7RVtNJ6FbYChvpyIqViAafSVS0uyRAkx DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 1.5x4 =4x4 2x4 3 1 4 2 B1 0-4-2 5-10-2 2-6-15 5-6-0 2-11-1 2-11-1 5-10-2 Scale = 1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3 n/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 TOP CHORD Structuralwood sheathingdirectlyappliedor5-10-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=49/5-10-2,(min.0-1-8),3=68/5-10-2,(min.0-1-8), 4=270/5-10-2,(min.0-1-8) Max Horiz1=-59(LC12) Max Uplift1=-9(LC16),3=-7(LC17),4=-46(LC17) Max Grav1=80(LC33),3=77(LC2),4=304(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding9lbupliftat joint1,7lbupliftat joint3and46 lbupliftat joint4. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V07 1 11904362-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:26:11 Page: 1 ID:aeUWxWk6bayp7WhVRbPIzNyYMYX-lWMxN2G708L_2fSZtpmq4PD6ZMgoEAJjt6E?YKyRAkw DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 =3x4 2x4 3 1 2 B1 0-4-2 3-0-9 1-2-2 2-8-6 1-6-4 1-6-4 3-0-9 Scale = 1:25.1 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-9ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=94/3-0-9,(min.0-1-8),3=94/3-0-9,(min.0-1-8) Max Horiz1=-28(LC12) Max Uplift1=-12(LC16),3=-15(LC17) Max Grav1=107(LC2),3=107(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding12 lbupliftat joint1and15 lbupliftat joint3. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V08 1 11904362-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:26:11 Page: 1 ID:aeUWxWk6bayp7WhVRbPIzNyYMYX-lWMxN2G708L_2fSZtpmq4PD77MhaEAzjt6E?YKyRAkw DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 3x5 =4x4 1.5x4 1.5x4 1.5x4 1 5 4 8 3 9 11 10 2 B1 2-6-4 6-10-1 4-3-13 4-3-13 6-10-1Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.05 Horiz(TL)0.00 4 n/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 TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=127/6-10-1,(min.0-1-8),4=64/6-10-1,(min.0-1-8), 5=256/6-10-1,(min.0-1-8) Max Horiz1=104(LC13) Max Uplift1=-27(LC17),4=-47(LC17),5=-22(LC13) Max Grav1=152(LC30),4=99(LC30),5=315(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2)0-4-13 to3-4-13, Interior(1)3-4-13 to4-4-1,Exterior(2)4-4-1 to6-8-9 zone;cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C for membersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding47 lbupliftat joint4,27 lbupliftatjoint1and22 lbupliftat joint5. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V09 1 11904362-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:26:11 Page: 1 ID:rKVpsk0bd2lTQM7FafNsiEyRBtY-lWMxN2G708L_2fSZtpmq4PD55MfhEACjt6E?YKyRAkw DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 =4x4 1.5x4 2x4 3 1 4 2 B1 2-6-4 5-5-4 2-11-0 2-11-0 2-6-4 5-5-4 2-11-0 2-11-0 Scale = 1:28 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.10 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 9 n/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 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor0-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings5-10-0. (lb)-Max Horiz1=-59(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,4, 3 Max GravAllreactions250(lb)or lessat joint(s)1,3except4=469(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-354/103 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,3,4,3. 8)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)3. 9)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V10 1 11904362-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:26:11 Page: 1 ID:051qKQ6A2JQzY_T1F62VieyRBui-lWMxN2G708L_2fSZtpmq4PD6EMgzE9gjt6E?YKyRAkw DE Job # 69971-W1 Dansco Engineering, LLC Date: 10/22/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 10 12 2x4 =3x4 2x4 1 3 2 B1 0-4-2 3-0-6 1-2-1 2-8-4 1-6-3 1-6-3 3-0-6 Scale = 1:25.1 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-6ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=107/3-0-6,(min.0-1-8),3=107/3-0-6,(min.0-1-8) Max Horiz1=-29(LC14) Max Uplift1=-15(LC16),3=-15(LC17) Max Grav1=121(LC2),3=121(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C- CExterior(2) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint1and15 lbupliftat joint3. 8)This truss is designed inaccordance with the2012 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot30 V11 1 11904362-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc.MonOct2114:26:11 Page: 1 ID:j5lJi535gHFvvzR1pURos4yRBtU-lWMxN2G708L_2fSZtpmq4PD7xMhTEAzjt6E?YKyRAkw