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Home My WebLink About42240038 - WWC 38 - 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: 1904313-12T 60 truss design(s) 69449-W1 10/1/19 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# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 86 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 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 ClayLot38 GE01 1 11904313-12T CommonSupportedGable Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:05 Page: 1 ID:tTQkxUXCqR?uJ?cAuixEoByYMLt-mT9GwwXxk8?ok8c?ZjPzYvAYOp7_bj8tOsz3rWyY0UK DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 2 12 3 11 4 10 5 9 24 23 6 8 7 B1 1-10-12 -1-10-12 7-9-0 15-6-0 7-9-0 7-9-0 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 Plate GripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.11 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 TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS Allbearings15-6-0. (lb)-MaxHoriz22=231(LC13) MaxUpliftAlluplift100(lb)or lessat joint(s)15,20except13=-227(LC 15),14=-308(LC17),16=-123(LC17),19=-122(LC16), 21=-227(LC13),22=-178(LC12) MaxGravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,21except13=308(LC17),22=424(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-22=-393/169 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)-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 ; endvertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face),seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)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 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottomchordbearing. 9)Truss tobe fully sheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonal web). 10)Gablestuds spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)20,15except(jt=lb)22=178,13=227,19=121,21=226, 16=123,14=308. 13)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 14)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)106 lbdownand100 lbupat14-6-12on top chord.Thedesign/selection of suchconnectiondevice(s) is theresponsibilityofothers. 15)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot38 GE02 1 11904313-12T CommonSupportedGable JobReference(optional) Run:8.31 SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Mon Sep3020:23:06 Page: 1 ID:2m4kfVdJUuuTsFh9qixOD4yYOVw-Efie8GYaVR8fLIBB7QwC57ifjDSkKA90cWidOyyY0UJ Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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. 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-7=-51,7-12=-51,13-22=-20 ConcentratedLoads(lb) Vert:11=-79(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 GE02 1 11904313-12T CommonSupportedGable Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:06 Page: 2 ID:2m4kfVdJUuuTsFh9qixOD4yYOVw-Efie8GYaVR8fLIBB7QwC57ifjDSkKA90cWidOyyY0UJ DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999 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 ClayLot38 GE03 1 11904313-12T Jack-ClosedSupportedGable Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:07 Page: 1 ID:aZWMS9chjamcF56yG_Q9gsyYOVx-Efie8GYaVR8fLIBB7QwC57ig1DQ8KBu0cWidOyyY0UJ DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 3x4 4x4 1.5x4 1.5x4 3x6 4x4 8 7 6 1 2 9 3 4 10 5 B1 1-6-12 -1-6-12 3-10-0 3-10-0 2-11-11 6-9-11 3-10-0 Scale = 1:29.5 Plate Offsets(X,Y):[2:0-2-0,0-1-12], [4:0-2-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.69 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:18 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 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=342/3-10-0,(min.0-1-8),7=-18/3-10-0,(min.0-1-8), 8=172/3-10-0,(min.0-1-8) Max Horiz8=105(LC12) Max Uplift6=-195(LC13),7=-182(LC22),8=-56(LC12) Max Grav6=495(LC22),7=61(LC7),8=223(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 4-6=-494/515 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)-1-6-12 to1-5-4,Exterior(2)1-5-4 to6-9-11 zone; cantilever leftexposed ; 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 tobearingplatecapableofwithstanding56 lbupliftat joint8,195 lbupliftat joint6and182 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 ClayLot38 GE04 1 11904313-12T MonopitchSupported Gable Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:07 Page: 1 ID:JjVjn_gabYGI9_iQHbNxQYyYOvg-irG0LcYCGlGWzSmNh8RRdKFlGcov3dWArASAwPyY0UI DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.03 4-5 >999 180 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 ClayLot38 J01 16 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:07 Page: 1 ID:WDcRs5GXicIvm_mcwTr3EIyYTd1-irG0LcYCGlGWzSmNh8RRdKFqqcm73e8ArASAwPyY0UI DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)-0.03 7 >999 180 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 ClayLot38 J02 2 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:07 Page: 1 ID:WDcRs5GXicIvm_mcwTr3EIyYTd1-irG0LcYCGlGWzSmNh8RRdKFtlcnl3e8ArASAwPyY0UI DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.03 4-5 >999 180 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 ClayLot38 J03 14 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:08 Page: 1 ID:59TjEt2MISL4NT3zxQpJXyyYMUG-A1qOZxZq13ONbbLaFrygAYo?a06Mo5OJ4qBjSryY0UH DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 6 5 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.01 7-8 >999 180 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 ClayLot38 J04 2 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:08 Page: 1 ID:R7HcHa5V7__NUExwk_OUE?yYMUB-A1qOZxZq13ONbbLaFrygAYo2G06Qo5OJ4qBjSryY0UH DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)-0.01 4-5 >999 180 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 ClayLot38 J05 1 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:08 Page: 1 ID:o44VKH9dxXcfa0quWX_fx3yYMU6-A1qOZxZq13ONbbLaFrygAYo2v083o5OJ4qBjSryY0UH DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)0.00 4-5 >999 180 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 ClayLot38 J06 1 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:08 Page: 1 ID:dERmbLEOXNMpIxH1tn53AKyYMU0-A1qOZxZq13ONbbLaFrygAYo30094o5OJ4qBjSryY0UH DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(TL)-0.08 7-8 >915 180 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(B),13=0(F),14=-1(B) 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 ClayLot38 J07 1 11904313-12T DiagonalHip Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:09 Page: 1 ID:w7QGBMk6tzX_jEwwmuKgLzyYMTN-eEOnmHaSoMWEClwmoZTvilKBzQPiXXeSJUxH?HyY0UG DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)-0.01 4-5 >999 180 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 ClayLot38 J08 1 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:09 Page: 1 ID:Gka1P?mxjOSL7xoY55uw56yYMUd-eEOnmHaSoMWEClwmoZTvilKD6QUiXXeSJUxH?HyY0UG DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)0.01 4-5 >999 180 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 ClayLot38 J09 1 11904313-12T Jack-Open Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:09 Page: 1 ID:LLIWu62rLQul?4yhUPKyJwyYLw6-eEOnmHaSoMWEClwmoZTvilKCgQUDXXeSJUxH?HyY0UG DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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. 3.71 12 3x4 3x4 5 4 1 2 6 3 B1 2-2-4 -2-2-4 4-10-11 4-10-11 4-10-11 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 0.53 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)-0.04 4-5 >999 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)-0.03 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-10-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=75/Mechanical,(min.0-1-8),4=31/Mechanical,(min.0-1-8), 5=222/1-4-2,(min.0-1-8) Max Horiz5=64(LC11) Max Uplift3=-52(LC12),5=-121(LC8) Max Grav3=88(LC2),4=76(LC7),5=282(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 tobearingplatecapableofwithstanding121 lbupliftatjoint5and52 lbupliftat joint3. 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=-36(F=8,B=8),6=-36(F=8,B=8)-to-3=-62(F=-6,B=-6),5=0(F=10,B=10)-to-4=-24(F=-2,B=-2) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 J10 1 11904313-12T Jack-Open Girder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:09 Page: 1 ID:le1gAe?DDDetKxCYX8uxVEyYT_3-eEOnmHaSoMWEClwmoZTvilK7JQTIXXeSJUxH?HyY0UG DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 =3x4 2x4 5 4 1 2 6 7 3 B1 1-4-12 -1-4-12 5-7-8 5-7-8 5-7-8 Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.04 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)-0.11 4-5 >586 180 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:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=122/Mechanical,(min.0-1-8),4=59/Mechanical,(min. 0-1-8),5=281/0-6-0,(min.0-1-8) Max Horiz5=92(LC12) Max Uplift3=-79(LC16),5=-98(LC12) Max Grav3=143(LC2),4=101(LC7),5=322(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-274/192 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 to5-6-12 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 tobearingplatecapableofwithstanding98 lbupliftat joint5and79 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 ClayLot38 J11 2 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:10 Page: 1 ID:WBWhrN5ELgfkI9p4?q1pqwyYSzx-6Qy9zdb4Zge5qvVyMG?8FztLNqn2G_tcX8gqXkyY0UF DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 =5x676 1 2 5 8 3 9 4 B1 B3 1-11-0 1-4-12 -1-4-12 2-4-4 2-4-4 3-3-4 5-7-8 2-6-0 2-6-0 3-1-8 5-7-8 Scale = 1:28.8 Plate Offsets(X,Y):[3:0-3-12,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)0.08 6 >817 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)-0.14 6 >458 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.10 5 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 sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=109/Mechanical,(min.0-1-8),5=73/Mechanical,(min. 0-1-8),7=282/0-6-0,(min.0-1-8) Max Horiz7=92(LC12) Max Uplift4=-58(LC16),5=-3(LC16),7=-98(LC12) Max Grav4=126(LC2),5=93(LC7),7=323(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-322/174 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 to5-6-12 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 tobearingplatecapableofwithstanding98 lbupliftat joint7,58 lbupliftatjoint4and3 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 ClayLot38 J12 6 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:10 Page: 1 ID:AaLxek3PVGkNuSxShdTZ3nyYSyh-6Qy9zdb4Zge5qvVyMG?8FztJDqnHG_tcX8gqXkyY0UF DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 5 4 1 2 6 7 3 B1 1-4-12 -1-4-12 5-7-8 5-7-8 0-2-0 0-2-0 5-5-8 5-7-8 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 0.36 Vert(LL)0.10 4-5 >615 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)-0.10 4-5 >634 180 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:16 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=119/Mechanical,(min.0-1-8),4=58/Mechanical,(min. 0-1-8),5=284/0-4-0,(min.0-1-8) Max Horiz5=92(LC12) Max Uplift3=-80(LC12),4=-28(LC12),5=-154(LC12) Max Grav3=139(LC2),4=98(LC7),5=326(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-278/178 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 to5-6-12 zone; cantilever leftexposed ; end vertical leftexposed;porch leftexposed;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 tobearingplatecapableofwithstanding154 lbupliftatjoint5,80 lbupliftat joint3and28 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 ClayLot38 J13 2 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:10 Page: 1 ID:MGhEmgppTDApRvKEpBC10UyYT3S-6Qy9zdb4Zge5qvVyMG?8FztLjqnlG_tcX8gqXkyY0UF DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 3 4 T2 B1 0-9-12 0-9-12 0-9-12 5-1-5 0-9-14 2-11-9 1-4-0 2-1-11 1-4-0 4-3-9 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/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 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(LC15) 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 ClayLot38 P01 2 11904313-12T Piggyback Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:10 Page: 1 ID:k?S758m5ri2lPaRgwQzVx1yYOsz-6Qy9zdb4Zge5qvVyMG?8FztQdqq9G_tcX8gqXkyY0UF DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 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 ClayLot38 P02 12 11904313-12T Piggyback Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTekIndustries,Inc.Mon Sep3020:23:11 Page: 1 ID:sECcFmjboTYJwy7vhavZnByYOt1-acWXBzbiK_myS349w_WNoAQbAEBY?R7lmoQN3AyY0UE DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 MT18HS3x10 6x6 =6x6 =6x6 =6x12 2x4 4x4 =8x8 =4x10 =4x10 2x4 =4x8 =6x8 2x4 =4x8 =6x8 2x4 =6x8 =4x8 2x4 =6x8 =MT18HS8x12 3x4 20 40 41 1942 43 44 1845 4617 4716 481549 14 50 51 1352 53 54 12 23 22 3921 1 3 25 26 427 282930 531 6 327 33 34 8 35 9 1036 37 3811242 T2 T4T3 B1 B3 B3B4 2-6-23-7-12 1-1-10 1-1-10 5-1-138-9-9 5-5-514-2-15 5-5-519-8-4 5-5-525-1-9 5-5-530-6-15 5-7-136-2-0 0-11-14 0-11-14 2-6-2 3-6-0 5-3-9 8-9-9 5-5-5 14-2-15 5-5-5 19-8-4 5-5-5 25-1-9 5-5-5 30-6-15 5-7-1 36-2-0 Scale=1:63.5 PlateOffsets(X,Y):[2:0-3-4,0-2-4], [12:Edge,0-4-12], [19:0-3-8,0-4-0], [21:0-5-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.48 Vert(LL)0.4316-18 >994 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.95 Vert(TL)-0.6116-18 >709 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.99 Horiz(TL)0.12 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:215 lbFT=20% LUMBER TOP CHORD 2x6SPFNo.2 BOT CHORD 2x6SPFNo.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W4,W6:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-2-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-4-11ocbracing. WEBS 1Rowatmidpt 10-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1883/Mechanical,(min.0-1-8),23=1878/Mechanical, (min.0-1-8) Max Horiz23=136(LC11) Max Uplift12=-1198(LC9),23=-1179(LC9) Max Grav12=2134(LC70),23=2113(LC72) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-764/449,2-24=-2343/1340,3-24=-2347/1341,3-25=-2340/1337,25-26=-2340/1337,4-26=-2340/1337, 4-27=-4621/2710,27-28=-4621/2710,28-29=-4621/2710,29-30=-4621/2710,5-30=-4621/2710,5-31=-4621/2710, 6-31=-4621/2710,6-32=-4621/2710,7-32=-4621/2710,7-33=-4141/2418,33-34=-4141/2418,8-34=-4141/2418, 8-35=-4141/2418,9-35=-4141/2418,9-10=-4141/2418,1-23=-2004/1128 BOTCHORD 22-39=-481/727,21-39=-481/727,3-21=-456/275,20-40=-216/396,40-41=-216/396,19-41=-216/396,19-42=-2135/3664, 42-43=-2135/3664,43-44=-2135/3664,18-44=-2135/3664,18-45=-2849/4762,45-46=-2849/4762,17-46=-2849/4762, 17-47=-2849/4762,16-47=-2849/4762,16-48=-2849/4762,15-48=-2849/4762,15-49=-2849/4762,14-49=-2849/4762, 14-50=-1517/2627,50-51=-1517/2627,13-51=-1517/2627,13-52=-1517/2627,52-53=-1517/2627,53-54=-1517/2627, 12-54=-1517/2627 WEBS 2-21=-1410/2494,19-21=-1955/3330,4-21=-1520/900,4-19=-489/406,4-18=-755/1256,5-18=-421/361,7-16=0/300, 7-14=-839/510,8-14=-426/355,10-14=-1116/1860,10-13=0/326,10-12=-3162/1797,2-22=-1515/871,1-22=-947/1682 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)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1198 lbupliftat joint12and1179 lbupliftatjoint23. 10)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot38 T01 1 11904313-12T HalfHip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.Mon Sep3020:23:17 Page: 1 ID:7XcIDlgHOFvRhpdvjrwGxmyYTbD-acWXBzbiK_myS349w_WNoAQUUEzd?CclmoQN3AyY0UE Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)87 lbdownand81 lbupat5-7-10,96 lbdownand77 lbupat7-7-4,112 lbdownand116 lbupat9-7-4,112lbdownand116lbupat11-7-4,112 lbdownand116 lbupat13-7-4,112 lbdownand116lbupat15-7-4,112lbdownand116 lbupat 17-7-4,112 lbdownand116lbupat19-7-4,112lbdownand116lbupat21-7-4,112lbdownand116 lbupat23-7-4,112lbdownand116 lbupat25-7-4,112 lbdown and116 lbupat27-7-4,112 lbdownand116 lbupat29-7-4,112 lbdownand116 lbupat31-7-4,112 lbdownand116 lbupat33-7-4,112 lbdownand116lbupat 35-7-4,and112 lbdownand116 lbupat37-7-4,and111 lbdownand116 lbupat39-7-4on top chord,and54 lbdownand67 lbupat5-7-4,54 lbdownand68 lbupat 7-7-4,38 lbdownand28 lbupat9-7-4,38 lbdownand28 lbupat11-7-4,38 lbdownand28lbupat13-7-4,38 lbdownand28lbupat15-7-4,38 lbdownand28lbupat 17-7-4,38 lbdownand28lbupat19-7-4,38 lbdownand28lbupat21-7-4,38 lbdownand28lbupat23-7-4,38lbdownand28lbupat25-7-4,38lbdownand28lbup at27-7-4,38 lbdownand28lbupat29-7-4,38 lbdownand28lbupat31-7-4,38 lbdownand28lbupat33-7-4,38 lbdownand28lbupat35-7-4,and38 lbdownand 28 lbupat37-7-4,and39 lbdownand27 lbupat39-7-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. 12)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:1-2=-51,2-11=-61,21-23=-20,12-20=-20 ConcentratedLoads(lb) Vert:2=-18(F),6=-26(F),8=-26(F),14=-22(F),22=-36(F),9=-26(F),24=-14(F),25=-26(F),26=-26(F),27=-26(F),28=-26(F),30=-26(F),31=-26(F), 32=-26(F),33=-26(F),34=-26(F),35=-26(F),36=-26(F),37=-26(F),38=-29(F),39=-36(F),40=-22(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),53=-22(F),54=-22(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T01 1 11904313-12T HalfHipGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:17 Page: 2 ID:7XcIDlgHOFvRhpdvjrwGxmyYTbD-acWXBzbiK_myS349w_WNoAQUUEzd?CclmoQN3AyY0UE DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 3x4 =MT18HS6x12 =3x10 =8x8 =3x4 =3x4 =4x6 =3x6 =4x6 =3x4 =4x4 =6x6 =3x4 3x5 =6x6 4x6 3x4 19 18 17 16 15 14 13 12 11 102120 30 292891 2 4 245 25 6 723 26 2722 83 T2 T3 B1 B3 B5B4 0-3-3 3-11-15 1-9-221-9-14-1-1519-11-15 4-2-1531-11-1 4-2-1536-2-05-11-115-10-0 5-11-127-8-15-11-19-10-153-8-123-8-12 3-6-0 3-6-0 4-1-3 31-11-1 4-2-15 36-2-0 5-11-1 15-10-0 5-11-1 21-9-1 6-0-13 27-9-13 6-4-15 9-10-15 Scale =1:63.5 Plate Offsets(X,Y):[3:0-8-10,Edge], [20:0-3-4,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)-0.1814-17 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.72 Vert(TL)-0.3814-17 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.89 Horiz(TL)0.11 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 BOTCHORD 2x4SPF No.2*Except*B2:2x6SPF No.2 WEBS 2x4SPFStud*Except*W7,W4,W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-4-4ocbracing. WEBS 1Rowatmidpt 4-20 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1374/Mechanical,(min.0-1-8),21=1403/Mechanical,(min. 0-1-8) MaxHoriz21=-180(LC12) MaxUplift11=-153(LC12),21=-187(LC13) Max Grav11=1484(LC37),21=1656(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1428/241,2-3=-1198/244,3-22=-1184/237,22-23=-1186/237,4-23=-1189/236,4-24=-2329/381,5-24=-2329/381, 5-25=-2817/439,6-25=-2817/439,6-7=-2817/439,7-26=-2736/443,26-27=-2733/443,8-27=-2733/443,8-9=-2194/370, 9-28=-1967/314,28-29=-1973/311,29-30=-1987/300,10-30=-2021/293,10-11=-1432/245,1-21=-1602/264 BOTCHORD 2-20=-28/410,18-19=-28/282,17-18=-395/2817,16-17=-337/2733,15-16=-337/2733,14-15=-337/2733, 13-14=-197/1893,12-13=-233/1716 WEBS 8-13=-45/255,1-20=-205/1472,8-14=-247/1166,4-18=0/370,4-20=-1424/267,5-18=-680/125,7-14=-688/247, 18-20=-331/2068,9-12=-305/97,10-12=-204/1661 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 to13-7-5, Interior(1)13-7-5 to32-2-1,Exterior(2)32-2-1 to37-3-7, Interior(1)37-3-7 to40-6-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;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)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding187 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 ClayLot38 T02 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:19 Page: 1 ID:kwksqgui3n5Km5hGVUEPOZyYTYL-L9?ZsiijRRmpPIhhOffF6slnySk3tsDxc2MpLiyY0U6 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 =4x10 =5x12 =3x4 =3x6 =3x4 =3x6 =3x4 =4x6 =5x6 =3x8 3x5 =5x6 4x6 =3x4 17 16 15 14 13 12 11 10 919 28 18 27261 82520 2 4 5 62322 2421 73 T2 T3 B1 B3 B5B4 3-2-76-10-33-7-123-7-12 5-11-1418-9-155-11-1412-10-1 5-11-1424-9-13 5-6-630-4-2 5-9-1436-2-0 3-2-76-8-73-6-03-6-0 5-4-1030-4-2 5-9-1436-2-09-1-924-11-99-1-915-10-0 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], [18:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.57 Vert(LL)-0.1512-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.80 Vert(TL)-0.4512-14 >957 180 TCDL 10.0 RepStress Incr YES WB 0.67 Horiz(TL)0.10 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:185 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 sheathingdirectlyappliedor3-5-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:17-18,16-17. WEBS 1Rowatmidpt 4-16,6-12,2-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1349/Mechanical,(min.0-1-8),19=1371/Mechanical, (min.0-1-8) MaxHoriz19=-223(LC12) MaxUplift10=-141(LC17),19=-103(LC13) Max Grav10=1488(LC38),19=1501(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1287/327,3-21=-1223/284,21-22=-1224/284,4-22=-1227/284,4-5=-2059/373,5-6=-2059/373,6-23=-1671/352, 23-24=-1669/352,7-24=-1668/353,7-25=-1964/367,8-25=-1970/334,8-26=-1904/325,26-27=-1912/312, 27-28=-2027/305,9-28=-2035/290,9-10=-1424/249 BOTCHORD 18-19=-219/1126,2-18=-112/773,15-16=-255/1946,14-15=-255/1946,13-14=-221/2093,12-13=-221/2093, 11-12=-224/1667 WEBS 16-18=-174/1299,3-18=-250/200,3-16=-113/537,4-16=-1125/231,4-14=0/355,6-12=-663/223,7-12=-49/648, 8-12=-424/184,9-11=-180/1555,2-19=-1810/253 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 joint19. 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 ClayLot38 T03 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:19 Page: 1 ID:HYllKmV3H9OEmnWtR_78Q6yYTXZ-L9?ZsiijRRmpPIhhOffF6slq6Sjttvfxc2MpLiyY0U6 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 =3x6 4x6 2x4 =6x8 =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 22-1-4 6-3-4 15-10-0 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], [17:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.84 Vert(LL)-0.0910-11 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(TL)-0.2310-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.08 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:197 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 3-17,3-15,4-14,5-14,6-11,2-18 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 2-20=-1451/350,3-20=-1302/383,3-21=-1523/375,21-22=-1524/375,4-22=-1526/375,4-23=-1526/375, 23-24=-1525/375,5-24=-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 BOTCHORD 17-18=-197/1121,2-17=-72/562,14-15=-134/1148,13-14=-98/1376,12-13=-98/1376,11-12=-98/1376,10-11=-205/1836 WEBS 15-17=-137/1097,3-17=-325/216,3-14=-169/669,4-14=-670/212,5-14=-187/287,5-11=-61/493,6-11=-607/229, 8-10=-147/1625,2-18=-1805/261 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 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 withstanding168 lbupliftatjoint9and120 lbupliftat joint18. 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 ClayLot38 T04 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:20 Page: 1 ID:WHo9Drcj9wXzL9icSNnFH0yYTXQ-qLZx42iMClug1RGtyNAUf4Iwfs72cMR4qi5Mt8yY0U5 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 =3x6 4x6 2x4 =5x12 =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 72027 2 21 626223 4 23 2425 5 T2 B1 B3 B3B4 3-7-123-7-12 4-4-108-0-6 4-6-612-6-13 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.71 Vert(TL)-0.3510-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.70 Horiz(TL)0.10 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:207 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 3-18,3-15,4-15,6-13,7-10,2-19, 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 2-21=-1465/298,21-22=-1369/308,3-22=-1285/312,3-4=-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 BOTCHORD 18-19=-154/1189,2-18=0/500,15-16=-82/1278,14-15=-48/1225,13-14=-48/1225,12-13=-134/1741,11-12=-134/1741, 10-11=-219/1883 WEBS 4-15=-76/287,4-13=-112/326,5-13=-30/459,6-13=-663/254,6-11=-55/341,7-10=-2101/237,2-19=-1911/233, 16-18=-82/1229 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 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 withstanding190 lbupliftatjoint10and148lbupliftat joint19. 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 ClayLot38 T05 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:20 Page: 1 ID:2dHe87?PO2hHoEjyuot_7zyYTWv-qLZx42iMClug1RGtyNAUf4IvFs4ZcMQ4qi5Mt8yY0U5 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 3x5 =3x4 3x5 =6x6 3x6 4x6 =3x4 18 17 16 15 14 13 12 11 10 92019 81 7 21 26 2 22 6 253 23 4 24 5 T2 B1 B3 B5B4 5-2-218-5-14-8-118-4-7 4-10-713-2-153-7-123-7-12 5-9-1330-2-75-11-924-4-10 5-11-936-2-0 3-6-0 3-6-0 4-8-11 13-1-3 4-10-7 8-4-7 5-5-10 18-6-13 5-9-13 30-2-7 5-9-13 24-4-10 5-11-9 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], [10:Edge,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)-0.10 12 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.53 Vert(TL)-0.2212-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.77 Horiz(TL)0.07 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:213 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPF No.2*Except*W14,W1,W2,W3,W11,W12,W13:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 3-19,3-16,6-14,3-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1293/Mechanical,(min.0-1-8),20=1299/Mechanical, (min.0-1-8) MaxHoriz20=-323(LC12) MaxUplift10=-193(LC17),20=-153(LC16) Max Grav10=1598(LC38),20=1693(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-21=-1436/207,2-21=-1339/219,2-22=-1489/293,3-22=-1293/309,3-23=-1564/360,4-23=-1341/362,4-24=-1338/362, 5-24=-1338/362,5-25=-1558/369,6-25=-1713/336,6-26=-1940/345,7-26=-2161/314,7-8=-2165/298,8-9=-2299/278, 9-10=-1537/232,1-20=-1642/231 BOTCHORD 19-20=-269/306,2-19=-344/182,16-17=-79/1325,15-16=-24/1235,14-15=-24/1235,13-14=-121/1776,12-13=-121/1776, 11-12=-198/1928 WEBS 3-19=-271/116,3-16=-255/177,4-16=-94/322,4-14=-120/317,5-14=-49/473,6-14=-734/256,1-19=-176/1472, 17-19=-75/1266,6-12=-23/330,7-12=-277/154,9-11=-145/1798 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 lbupliftatjoint20and193lbupliftat 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 ClayLot38 T06 1 11904313-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:21 Page: 1 ID:2ALUHlQkOVzStSKUuxUzV8yYTWN-IY6JHOj_z21Xfbr4V4hjBHq9GGTbLnXE3MrvQbyY0U4 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.91 Vert(TL)-0.3712-14 >999 180 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-WoodsideatWestClayLot38 T07 6 11904313-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.Mon Sep3020:23:22 Page: 1 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-mkghVkkckM9OGlQG3nCykVNGYfjr4FJNI?aTy1yY0U3 Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 ClayLot38 T07 6 11904313-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:22 Page: 2 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-mkghVkkckM9OGlQG3nCykVNGYfjr4FJNI?aTy1yY0U3 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.56 Vert(TL)-0.19 8-9 >999 180 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-WoodsideatWestClayLot38 T08 1 11904313-12T PiggybackBase JobReference(optional) Run:8.31 SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Mon Sep3020:23:22 Page: 1 ID:hHBkMqgo78Ng3m2FExxLIEyYMhf-mkghVkkckM9OGlQG3nCykVNF6fpG4FKNI?aTy1yY0U3 Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 ClayLot38 T08 1 11904313-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:22 Page: 2 ID:hHBkMqgo78Ng3m2FExxLIEyYMhf-mkghVkkckM9OGlQG3nCykVNF6fpG4FKNI?aTy1yY0U3 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(TL)-0.3310-11 >999 180 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-WoodsideatWestClayLot38 T09 2 11904313-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.Mon Sep3020:23:23 Page: 1 ID:2K5LhoYawZaJK_7H?mkSldyYMgW-EwE3i4lEVgHFuv_SdVjBHivRP372pgyWXfK0UTyY0U2 Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 ClayLot38 T09 2 11904313-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:23 Page: 2 ID:2K5LhoYawZaJK_7H?mkSldyYMgW-EwE3i4lEVgHFuv_SdVjBHivRP372pgyWXfK0UTyY0U2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(TL)-0.3311-12 >999 180 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-WoodsideatWestClayLot38 T10 1 11904313-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.Mon Sep3020:23:24 Page: 1 ID:UQe0iOG5AOoXCPFK7pm_qsyYMd0-i6oSvQlsGzP6W3ZfBCFQpwSbMTTHY7yglJ3Z0wyY0U1 Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 ClayLot38 T10 1 11904313-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:24 Page: 2 ID:UQe0iOG5AOoXCPFK7pm_qsyYMd0-i6oSvQlsGzP6W3ZfBCFQpwSbMTTHY7yglJ3Z0wyY0U1 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(TL)-0.15 9-10 >999 180 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 ClayLot38 T11 1 11904313-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:24 Page: 1 ID:guRJrCQJZuuvjAanl_UVj6yYMbW-i6oSvQlsGzP6W3ZfBCFQpwSd6TWQYENglJ3Z0wyY0U1 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 3x6 =6x6 3x5 =3x4 3x5 =3x6 =3x8 =5x6 =3x6 =5x6 =3x4 3x5 =3x8 3x6 4x6 =3x4 19 18 17 16 15 14 13 12 11 1 2 20 3 10 4 2721 26 9 8 5 22 25 24 23 76 T3 B1 B1B2 0-1-12 0-1-12 1-2-12 -1-2-12 5-2-222-11-15-9-135-11-9 5-9-1311-9-6 5-11-917-8-15 6-10-1529-10-1 6-10-1536-9-0 5-5-1023-0-135-9-1317-7-35-9-1311-9-65-11-95-11-9 6-9-329-10-1 6-10-1536-9-0 Scale =1:64.5 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [6:0-4-0,0-2-4], [7:0-3-0,0-1-12], [11:Edge,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 PlateGripDOL 1.15 TC 0.82 Vert(LL)-0.10 17 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.53 Vert(TL)-0.2415-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.78 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:199 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W12,W10,W3,W2,W4:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 5-15,7-15,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1318/Mechanical,(min.0-1-8),19=1389/0-6-0,(min. 0-2-11) MaxHoriz19=350(LC13) MaxUplift11=-158(LC17),19=-224(LC16) Max Grav11=1705(LC39),19=1701(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-20=-2332/271,3-20=-2258/275,3-4=-2198/293,4-21=-2202/313,5-21=-1981/345,5-22=-1760/342,6-22=-1604/375, 6-23=-1376/362,7-23=-1376/362,7-24=-1371/356,24-25=-1506/351,8-25=-1687/318,8-9=-1500/270,9-26=-1610/251, 26-27=-1638/245,10-27=-1722/245,2-19=-1639/296,10-11=-1643/253 BOTCHORD 18-19=-341/416,17-18=-321/1950,16-17=-251/1814,15-16=-251/1814,14-15=-127/1296,13-14=-127/1296, 12-13=-185/1415 WEBS 5-15=-732/256,6-15=-60/512,7-15=-139/291,7-13=-68/317,8-13=-272/191,8-12=-506/162,10-12=-160/1521, 2-18=-120/1804,4-17=-262/150,5-17=-20/327 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)-1-3-10 to2-4-7, Interior(1)2-4-7 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 withstanding224 lbupliftatjoint19and158lbupliftat 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 ClayLot38 T12 2 11904313-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:25 Page: 1 ID:CFxnnVq?o12EAEc7BPaEZ3yYMb?-AJMq7mmU1HXz7D8rkwmfM7?ojtqRHbTp_zp7ZMyY0U0 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.87 Vert(TL)-0.3918-19 >999 180 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 ClayLot38 T13 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:25 Page: 1 ID:TPj1nundeoSFc7_GgRUE7DyYMYT-AJMq7mmU1HXz7D8rkwmfM7?mDtlAHbFp_zp7ZMyY0U0 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.86 Vert(TL)-0.3818-19 >999 180 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 ClayLot38 T14 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:29 Page: 1 ID:FIrBIhvylNA2GQc8dTf1OryYMX0-34bLz7p?4W1OcqSczlqbWz9WhU7FDNHPvbnKh7yY0Ty DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.83 Vert(TL)-0.4814-15 >907 180 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 ClayLot38 T15 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:30 Page: 1 ID:ymVpXkRZNujpYBzbCiRMA6yYMWK-XG9jATqdrp9FE_1oXTMq3Bic1uU_ypIY8FWuDZyY0Tx DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(TL)-0.5015-16 >876 180 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 ClayLot38 T16 1 11904313-12T Hip Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTekIndustries,Inc.Mon Sep3020:23:30 Page: 1 ID:0G939ENUIF7wVu9?6Om1j9yYMPy-XG9jATqdrp9FE_1oXTMq3BicquRlytcY8FWuDZyY0Tx DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.67 Vert(TL)-0.5018-19 >868 180 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-WoodsideatWestClayLot38 T17 1 21904313-12T Hip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.Mon Sep3020:23:35 Page: 1 ID:OfioJGIb5o1VSAENMab47TyYMNU-?Tj5NprFc7H6r8c?5At3bOFx?IslhFhiMvGRl0yY0Tw Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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(B),8=-26(B),22=-245(B),10=-26(B),15=-22(B),11=-31(B),14=-22(B),27=-26(B),28=-26(B),29=-26(B),30=-26(B),32=-26(B),33=-26(B), 34=-26(B),36=-26(B),37=-26(B),38=-26(B),39=-26(B),40=-85(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) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T17 1 21904313-12T HipGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:35 Page: 2 ID:OfioJGIb5o1VSAENMab47TyYMNU-?Tj5NprFc7H6r8c?5At3bOFx?IslhFhiMvGRl0yY0Tw DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.37 Vert(TL)-0.1110-13 >999 180 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 ClayLot38 T18 12 11904313-12T Common Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:37 Page: 1 ID:6CT7qZerjC8cuNouw5cLf5yYMLk-qd4Mesw0Cz2GZ338RR_TrfVz8i_s58IalrjmzfyY0Tq DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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)-0.02 7-16 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)-0.06 7-16 >999 180 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 ClayLot38 T19 1 11904313-12T Common Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:37 Page: 1 ID:2ghbWVVlDjygH89M0osmVsyYMKe-qd4Mesw0Cz2GZ338RR_TrfVzzi?U57dalrjmzfyY0Tq DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.30 Vert(TL)-0.08 8-9 >999 180 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 ClayLot38 T20 1 11904313-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:37 Page: 1 ID:dLduXoB3PQOON0zzOMqHMAyYMFt-qd4Mesw0Cz2GZ338RR_TrfVyqi?q55KalrjmzfyY0Tq DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)-0.08 8-9 >999 180 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 ClayLot38 T21 1 11904313-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:38 Page: 1 ID:unxZ5?MLFQx?LW9NNSYG6wyYMD4-IpeksCwezHA7BDeL?8ViOs18K6KQqYnkzVSJV6yY0Tp DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 11 14 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(TL)-0.23 7-8 >910 180 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=-68/449,2-8=-744/181,5-7=-25/432,3-7=-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 ClayLot38 T22 1 11904313-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:38 Page: 1 ID:KQX6FDTBUiROIAtyUdAmZKyYM92-IpeksCwezHA7BDeL?8ViOs13z6IqqXSkzVSJV6yY0Tp DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 13 16 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(TL)-0.16 7-8 >999 180 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=-1357/170,2-8=-600/177,4-7=-75/451,3-7=-519/197,3-8=-125/841,5-7=-26/418 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 ClayLot38 T23 1 11904313-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:38 Page: 1 ID:lLrNjJYOmkXvshbte6lP8uyYM7g-IpeksCwezHA7BDeL?8ViOs13?6IUqWckzVSJV6yY0Tp DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 62 23 7 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 7-8-13 3-3-3 17-6-7 4-5-9 4-5-9 3-3-3 11-0-0 3-3-3 14-3-3 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.86 Vert(TL)-0.2814-15 >916 180 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=-241/1588,4-14=-259/1398, 3-14=-583/206,3-15=-140/1008,5-14=-912/289,5-13=-166/866,6-13=-1508/345 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-WoodsideatWestClayLot38 T24 1 11904313-12T RoofSpecialGirder JobReference(optional) Run:8.31 SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Mon Sep3020:23:39 Page: 1 ID:?UmzOAwPI5cib2aGZVnho4yY0oT-m?C63YxGkaI_pMDXZs0xw4aGAWXfZuVtC9Cs1YyY0To Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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(F),24=-859(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T24 1 11904313-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:39 Page: 2 ID:?UmzOAwPI5cib2aGZVnho4yY0oT-m?C63YxGkaI_pMDXZs0xw4aGAWXfZuVtC9Cs1YyY0To DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 3x6 =MT18HS6x12 =MT18HS6x12 =MT18HS5x12 =10x10 =MT18HS10x14 4x6 5x10 =12x12 4x6 =8x8 3x10 =MT18HS6x12 =MT18HS10x14 =5x6 4x4 6x12 11 19 32 33 18 1716 34 1535 3614 37 1338 12 10 9 124 2 25 3 7 31 8 26 30 4 6 27 29 28 5 T1 T3 B1 B2 0-9-12 22-3-12 2-1-5 18-11-5 2-7-0 2-7-0 2-7-0 5-2-0 2-11-0 8-1-0 2-11-0 16-10-0 2-6-11 21-6-0 2-11-0 11-0-0 2-11-0 13-11-0 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 11-0-0 2-11-0 13-11-0 5-3-12 5-3-12Scale =1:46.2 Plate Offsets(X,Y):[2:0-3-12,0-2-0], [3:0-4-4,0-4-4], [4:0-0-12,0-1-8], [6:0-1-4,0-1-8], [8:0-10-12,0-2-8], [10:0-5-15,0-0-1], [12:0-2-8,0-1-8],[14:0-3-8,0-4-0], [17:0-3-8,0-5-0], [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 0.65 Vert(LL)-0.2015-16 >999 240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.65 Vert(TL)-0.4415-16 >584 180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.87 Horiz(TL)0.07 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:329 lbFT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T3:2x4SPFNo.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2,W6,W9,W10,W2:2x4SPF No.2,W8,W3:2x4SPF1650F1.5E SLIDER Right2x6SPF No.2--1-6-0 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-6-14ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)10=7535/0-6-0,(min.0-3-4),19=9573/0-6-0,(min.0-4-0) MaxHoriz19=-240(LC10) MaxUplift10=-1606(LC13),19=-1269(LC12) MaxGrav10=7894(LC39),19=9703(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-24=-494/86,2-24=-494/86,2-25=-14232/1797,3-25=-14232/1797,3-26=-12004/1587,4-26=-11966/1601, 4-27=-8924/1309,27-28=-8798/1312,5-28=-8759/1329,5-29=-8740/1315,6-29=-8905/1295,6-30=-11527/1799, 7-30=-11633/1787,7-31=-6435/1412,8-31=-6435/1412,8-9=-9242/1978,9-10=-6550/1363 BOTCHORD 19-32=-914/6932,32-33=-914/6932,18-33=-914/6932,17-18=-1778/14063,16-17=-1778/14063,16-34=-1162/9087, 15-34=-1162/9087,15-35=-1287/8867,35-36=-1287/8867,14-36=-1287/8867,14-37=-2310/12268,13-37=-2310/12268, 13-38=-2257/12126,12-38=-2257/12126,10-12=-1368/6754 WEBS 3-18=-3119/496,3-16=-6766/838,4-16=-626/5814,4-15=-4449/586,5-15=-1576/10699,6-15=-4000/962, 7-13=-997/2707,7-12=-9016/1520,8-12=-1279/6060,6-14=-1079/5139,7-14=-4689/1490,2-18=-1263/10242, 2-19=-9767/1281 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x6-2rows staggeredat0-6-0oc,2x4-1rowat0-9-0oc. 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. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot38 T25 1 21904313-12T RoofSpecialGirder JobReference(optional) Run:8.31 SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Mon Sep3020:23:39 Page: 1 ID:Zo38ZObOUhKU_sOYSijHjUyY0l1-m?C63YxGkaI_pMDXZs0xw4aDoWarZvVtC9Cs1YyY0To Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1269lbupliftat joint19and1606lbupliftat joint10. 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=-61,8-11=-51,19-20=-20 ConcentratedLoads(lb) Vert:17=-1685(B),18=-1685(B),32=-2152(B),33=-1480(B),34=-1669(B),35=-1571(B),36=-1485(B),37=-1637(B),38=-2126(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T25 1 21904313-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:39 Page: 2 ID:Zo38ZObOUhKU_sOYSijHjUyY0l1-m?C63YxGkaI_pMDXZs0xw4aDoWarZvVtC9Cs1YyY0To DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)-0.01 5-6 >999 180 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(B),8=-615(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T26 1 11904313-12T FlatGirder Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:40 Page: 1 ID:L2hff5iAT1IwYrgZT2?hiryYM7S-EBmVGuyuUuQqQWoj7ZXATH7Wgw0MIUj0RpxQa_yY0Tn DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)-0.05 4-5 >999 180 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 ClayLot38 T27 1 11904313-12T Jack-Open Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:41 Page: 1 ID:1AoajGLT?ca_1AWY5EHLziyYLx0-iOKtUEzXFCYh2gNwgH2P?VfgOKNh10AAfThz6RyY0Tm DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 62 53 1213 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 11-6-10 3-9-10 7-9-0 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 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.36 Vert(TL)-0.14 9-10 >999 180 TCDL 10.0 RepStress Incr NO WB 0.81 Horiz(TL)-0.02 11 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 sheathingdirectlyappliedor5-1-10ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)7=531/0-6-0,(min.0-2-7),11=587/0-6-0,(min.0-1-15) MaxHoriz7=214(LC9) MaxUplift7=-1010(LC13),11=-1406(LC13) MaxGrav7=5945(LC20),11=4656(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 4-12=-4258/978,5-12=-4316/965,5-6=-5769/1042,2-3=-5406/1675,3-13=-4283/987,4-13=-4226/1004,6-7=-4635/852, 2-11=-4523/1360 BOTCHORD 10-11=-143/440,10-14=-1201/4092,9-14=-1201/4092,9-15=-807/4375,8-15=-807/4375,8-16=-225/879, 16-17=-225/879,7-17=-225/879 WEBS 5-8=-145/1908,6-8=-600/3603,5-9=-1589/270,4-9=-1175/5249,3-9=-1279/883,3-10=-1057/1500,2-10=-1090/3779 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 capableofwithstanding1010 lbupliftat joint7and1406 lbupliftat joint11. 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)2004lbdownand1373 lbupat-19-6-0,1484 lbdownand153 lbupat -21-6-0,1488 lbdownand141lbupat-23-6-0,1533lbdownand168 lbupat-25-6-0,1586 lbdownand190 lbupat-27-6-0,1598 lbdownand193 lbupat-29-6-0,1984 lbdownand1393 lbupat4-0-0,1464 lbdownand173 lbupat6-0-0,1468 lbdownand161 lbupat8-0-0,1513lbdownand188 lbupat10-0-0,and1566 lbdownand 210 lbupat12-0-0,and1578 lbdownand213 lbupat14-0-0onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot38 T28 1 21904313-12T CommonGirder JobReference(optional) Run:8.31 SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.Mon Sep3020:23:41 Page: 1 ID:I9P?e?A6w7fYKr8dq7rKrgyYObf-iOKtUEzXFCYh2gNwgH2P?VfeVKLu1qtAfThz6RyY0Tm Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. UniformLoads(lb/ft) Vert:4-6=-51,1-2=-51,2-4=-51,7-11=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T28 1 21904313-12T CommonGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:41 Page: 2 ID:I9P?e?A6w7fYKr8dq7rKrgyYObf-iOKtUEzXFCYh2gNwgH2P?VfeVKLu1qtAfThz6RyY0Tm DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >407 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(TL)-0.21 4-7 >370 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.02 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 ClayLot38 T29 6 11904313-12T Jack-Closed Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:41 Page: 1 ID:vuEiAUyN1BC4WvyFekufXmyYOSv-iOKtUEzXFCYh2gNwgH2P?VfbPKLd10ZAfThz6RyY0Tm DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 >890 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.62 Vert(TL)-0.17 6-9 >746 180 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 ClayLot38 T30 3 11904313-12T Jack-Closed Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:41 Page: 1 ID:gg1ByyRp8oX8q5FfFW5Q9jyYMjF-iOKtUEzXFCYh2gNwgH2P?VfcoKHp1srAfThz6RyY0Tm DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 4x8 =6x6 1.5x4 7 6 5 1 2 8 9 3 4 B1 6-6-3 1-6-12 -1-6-12 1-6-5 8-4-0 6-9-11 6-9-11 1-4-9 8-4-0 6-11-7 6-11-7 Scale = 1:33 Plate Offsets(X,Y):[3:0-6-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.41 Vert(LL)0.10 6-7 >926 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.32 Vert(TL)-0.13 6-7 >732 180 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:33 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=275/0-6-0,(min.0-1-8),7=381/0-4-0,(min.0-1-8) Max Horiz7=134(LC16) Max Uplift5=-108(LC13),7=-201(LC12) Max Grav5=311(LC2),7=435(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-380/244,2-8=-269/125 WEBS 3-6=-363/314,3-5=-466/507 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)-1-6-12 to1-5-4, Interior(1)1-5-4 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 tobearingplatecapableofwithstanding201 lbupliftatjoint7and108 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 ClayLot38 T31 9 11904313-12T Jack-Closed Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:41 Page: 1 ID:TOw2_RyW1vNS69r7zmqegbyYOxu-iOKtUEzXFCYh2gNwgH2P?Vfd2KLV1_7AfThz6RyY0Tm DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 =4x12 3x4 =MT18HS8x12 =6x8 2x4 =4x8 1.5x4 =8x8 3x4 3x4 =4x6 =6x6 =4x8 =4x4 2x4 19 29 18 13 36 1237 38 11 1 2 17 30 3116 32 33 15 34 35 14 4 20 215 22 23 6 2425 26 7 8 927 28103 T2 T3 B1 B5 B3 0-3-12 2-2-6 0-1-12 0-1-12 0-9-12 -0-9-12 1-8-14 1-10-10 2-8-8 17-8-4 3-1-12 20-10-0 4-1-5 10-8-11 4-3-1 14-11-12 4-4-15 6-7-5 2-6-0 2-6-0 2-10-4 17-8-4 3-1-12 20-10-0 4-1-5 10-8-11 4-1-5 6-7-5 4-1-5 14-10-0 Scale=1:41.8 PlateOffsets(X,Y):[3:0-2-12,0-4-0], [14:0-2-4,Edge], [17:0-9-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.14 Vert(LL)0.1615-16 >999 240 MT20 244/190 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.49 Vert(TL)-0.3615-16 >679 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.75 Horiz(TL)0.13 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:255 lbFT=20% LUMBER TOP CHORD 2x6SP2400F2.0E*Except*T1:2x4SPFNo.2 BOT CHORD 2x6SP2400F2.0E*Except*B2:2x8SP2400F2.0E,B3:2x4SP2400F 2.0E,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)11=1432/0-6-0,(min.0-1-8),19=1436/0-6-0,(min.0-1-8) Max Horiz19=96(LC11) Max Uplift11=-499(LC9),19=-402(LC9) Max Grav11=1629(LC31),19=1557(LC31) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-1872/547,3-4=-1041/345,4-20=-5741/1514,20-21=-5741/1514,5-21=-5741/1514,5-22=-5741/1514, 22-23=-5741/1514,6-23=-5741/1514,6-24=-5455/1450,24-25=-5455/1450,25-26=-5455/1450,7-26=-5455/1450, 7-8=-5096/1359,8-9=-5096/1359,9-27=-1916/551,27-28=-1916/551,10-28=-1916/551,10-11=-1524/462, 2-19=-1185/346 BOTCHORD 19-29=-236/760,18-29=-236/760,17-30=-842/2847,30-31=-842/2847,16-31=-842/2847,16-32=-1746/6518, 32-33=-1746/6518,15-33=-1746/6518,15-34=-1746/6518,34-35=-1746/6518,14-35=-1746/6518,7-14=-386/161, 13-36=-117/405,12-36=-117/405 WEBS 4-16=-750/3002,5-16=-379/162,6-16=-810/239,6-15=0/270,6-14=-1106/271,12-14=-464/1595,9-14=-919/3487, 9-12=-1832/559,10-12=-642/2294,17-19=-712/224,2-17=-356/1332 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x4-1rowat0-9-0oc,2x6-2rowsstaggeredat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc,2x8-2rows staggeredat0-9-0oc,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. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot38 T32 1 21904313-12T HalfHip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.Mon Sep3020:23:43 Page: 1 ID:MhW5xVBJve6qj8GZqR9806yYSyW-iOKtUEzXFCYh2gNwgH2P?VfhDKJt1rrAfThz6RyY0Tm Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 withstanding499 lbupliftat joint11and402lbupliftat joint19. 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)146 lbdownand182 lbupat1-10-10,90 lbdownand67 lbupat4-0-0, 90 lbdownand67 lbupat6-0-0,90 lbdownand67lbupat8-0-0,90 lbdownand67 lbupat10-0-0,90 lbdownand67 lbupat12-0-0,90 lbdownand67 lbupat14-0-0, 105 lbdownand87 lbupat16-0-0,and102 lbdownand90 lbupat18-0-0,and106lbdownand89lbupat20-0-0ontopchord,and33 lbdownand2lbupat1-10-10,61 lbdownat2-2-6,59 lbdownand23 lbupat4-0-0,59 lbdownand23lbupat6-0-0,59 lbdownand23 lbupat8-0-0,59 lbdownand23 lbupat10-0-0,59 lbdownand23 lbupat12-0-0,59 lbdownand23 lbupat14-0-0,61 lbdownat16-0-0,and58 lbdownand50lbupat18-0-0,and65 lbdownand47 lbupat20-0-0onbottom 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:1-2=-51,2-3=-51,3-10=-61,18-19=-20,14-17=-20,11-13=-20 ConcentratedLoads(lb) Vert:3=-105(B),8=-73(B),18=-39(B),20=-59(B),21=-59(B),22=-59(B),23=-59(B),25=-59(B),26=-59(B),27=-70(B),28=-80(B),29=-10(B),30=-55(B), 31=-55(B),32=-55(B),33=-55(B),34=-55(B),35=-55(B),36=-39(B),37=-38(B),38=-41(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T32 1 21904313-12T HalfHipGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:43 Page: 2 ID:MhW5xVBJve6qj8GZqR9806yYSyW-iOKtUEzXFCYh2gNwgH2P?VfhDKJt1rrAfThz6RyY0Tm DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 =8x8 =6x8 6x6 3x4 10x12 =MT18HS10x20 =4x12 3x8 =6x6 =4x6 =MT18HS8x12 3x5 4x8 =8x8 =8x8 =MT18HS6x12 =MT18HS5x12 3x5 1 22 21 20 14 29 1330 31 12 2 18 23 24 17 25 26 16 27 28 1519 3 4 6 7 8 9 10 115 T2 T3 B1 B5 B3 0-4-9 0-1-12 0-1-12 0-9-12 -0-9-12 0-6-5 2-10-9 1-1-4 2-4-4 1-1-4 1-3-0 2-8-8 17-8-4 3-11-13 10-10-3 3-11-13 6-10-6 4-1-9 14-11-12 3-1-12 20-10-0 0-6-5 3-0-5 1-3-0 1-3-0 1-3-0 2-6-0 2-10-4 17-8-4 3-1-12 20-10-0 3-10-1 6-10-6 3-11-13 10-10-3 3-11-13 14-10-0 Scale=1:41.8 PlateOffsets(X,Y):[5:0-3-8,0-5-0], [9:0-2-3,Edge], [10:0-5-12,0-2-12],[13:0-3-8,0-4-0], [15:0-4-8,0-5-4], [16:0-2-12,0-4-8], [19:0-7-0,0-6-8],[22:Edge,0-7-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.70 Vert(LL)-0.2116-17 >999 240 MT20 244/190 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.92 Vert(TL)-0.4516-17 >551 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.99 Horiz(TL)0.22 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:515 lbFT=20% LUMBER TOP CHORD 2x8SP2400F2.0E*Except*T1:2x6SP2400F2.0E BOT CHORD 2x6SP2400F2.0E*Except*B2,B4:2x4SPFStud,B3:2x8SP2400F 2.0E WEBS 2x4SPFStud*Except*W12:2x4SPFNo.2,W11:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)12=10518/0-6-0,(min.0-3-0),22=7481/0-6-0,(min.0-2-2) Max Horiz22=106(LC12) Max Uplift12=-1414(LC9),22=-1597(LC9) Max Grav12=10891(LC31),22=7693(LC31) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-6389/1351,3-4=-13574/2900,4-5=-13585/2961,5-6=-13132/2813,6-7=-26408/3767,7-8=-22463/3030, 8-9=-22074/2977,9-10=-22074/2977,11-12=-560/92,2-22=-7159/1494 BOTCHORD 21-22=-272/863,20-21=-128/601,19-20=-94/477,4-19=-1593/467,18-19=-2249/10543,18-23=-3758/22443, 23-24=-3758/22443,17-24=-3758/22443,17-25=-3758/22443,25-26=-3758/22443,16-26=-3758/22443, 16-27=-3767/26408,27-28=-3767/26408,15-28=-3767/26408,14-15=-151/1357,8-15=-655/134,14-29=-131/978, 13-29=-131/978,13-30=-1186/9012,30-31=-1186/9012,12-31=-1186/9012 WEBS 13-15=-1135/8641,10-15=-2152/15702,10-13=-249/360,10-12=-12297/1620,2-21=-859/4213,3-19=-1442/6890, 3-21=-7068/1532,19-21=-1170/5289,5-18=-1159/4835,6-18=-10283/1071,6-17=-425/2656,6-16=-33/4354, 7-16=-259/1693,7-15=-4306/805,4-18=-1124/5205 NOTES 1)3-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x6-2rows staggeredat0-9-0oc,2x8-2rowsstaggeredat0-9-0oc,2x4-1rowat0-6-0oc. Bottom chords connectedas follows:2x6-3rows staggeredat0-5-0oc,2x4-1rowat0-9-0oc,2x8-2rowsstaggeredat0-4-0oc. Web connectedas follows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. 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 leftexposed ; end verticalleftexposed;LumberDOL=1.60plategrip DOL=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. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClayLot38 T33 1 31904313-12T HalfHip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.Mon Sep3020:23:44 Page: 1 ID:wpM?9JQQui7jY4z28uw2HRyYTPv-emSdvv_nnpoPH_WIoi4t5wkvz7ugVhcT7nA4AJyY0Tk Continuedonpage 2 DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 withstanding1414lbupliftat joint12and1597lbupliftat joint22. 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)2067 lbdownand1199 lbupat4-0-0,1636lbdownand207 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=-51,2-5=-51,5-11=-61,20-22=-20,15-19=-20,12-14=-20 ConcentratedLoads(lb) Vert:23=-2067(F),24=-1636(F),25=-1481(F),26=-1533(F),27=-1656(F),28=-1673(F),29=-2090(F),30=-2090(F),31=-2093(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest ClayLot38 T33 1 31904313-12T HalfHipGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.MonSep3020:23:44 Page: 2 ID:wpM?9JQQui7jY4z28uw2HRyYTPv-emSdvv_nnpoPH_WIoi4t5wkvz7ugVhcT7nA4AJyY0Tk DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 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 ClayLot38 V01 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:44 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-7z??6F?PY7wGv85VMPc6d7HBYXQeEL6cMRvdjlyY0Tj DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code 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 ClayLot38 V02 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:44 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-7z??6F?PY7wGv85VMPc6d7HBYXQdEMvcMRvdjlyY0Tj DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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 7-10-1 Scale = 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.03 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 ClayLot38 V03 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:45 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-b9ZOKb01JQ27XHghv77LALqN0xlpzq5ma4fBFCyY0Ti DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 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 ClayLot38 V04 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:45 Page: 1 ID:wmMaZdpxTxLB2AE69D7?9IyYTYR-b9ZOKb01JQ27XHghv77LALqONxm8zqyma4fBFCyY0Ti DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)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 ClayLot38 V05 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:45 Page: 1 ID:sz3dhkTB_E0fvJnIlraRoUyYTXc-b9ZOKb01JQ27XHghv77LALqPwxntzqYma4fBFCyY0Ti DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 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 ClayLot38 V06 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:45 Page: 1 ID:KThHx7nVkoYohdIMyZVIPDyYMb3-b9ZOKb01JQ27XHghv77LALqMBxkEzp?ma4fBFCyY0Ti DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code 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 ClayLot38 V07 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:45 Page: 1 ID:aeUWxWk6bayp7WhVRbPIzNyYMYX-b9ZOKb01JQ27XHghv77LALqOBxmzzquma4fBFCyY0Ti DE Job# 69449-W1 Dansco Engineering, LLC Date: 10/1/19 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/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code 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 ClayLot38 V08 1 11904313-12T Valley Job Reference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonSep3020:23:45 Page: 1 ID:aeUWxWk6bayp7WhVRbPIzNyYMYX-b9ZOKb01JQ27XHghv77LALqPlxnlzqYma4fBFCyY0Ti