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HomeMy WebLinkAbout42240029 - WWC 29 - 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: 1904350-12T 53 truss design(s) 69574-W1 10/7/19 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# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 5x6 =3x4 4x6 5x6 1 23 22 21 20 19 18 1716 15 14 13 2 27 3 4 5 6 7 8 9 28 10 29 11 12 B1 B2 1-2-12 -1-2-12 21-6-0 21-6-0 21-6-0Scale = 1:56 Plate Offsets(X,Y):[5:0-3-0,0-3-0], [12:Edge,0-3-8],[13:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:123 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 OTHERS 2x4SPFStud*Except*ST9,ST8,ST7:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 12-13,11-14,10-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings21-6-0. (lb)-Max Horiz2=459(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)13,14,15,17,18,19,20, 21,22except23=-103(LC16) Max GravAllreactions250(lb)or lessat joint(s)13,14,15,17,18,19, 20,21,22except23=253(LC2),2=262(LC31) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-27=-659/325,3-27=-653/342,3-4=-580/302,4-5=-542/294,5-6=-494/280,6-7=-442/261,7-8=-391/243,8-9=-341/226, 9-28=-291/196,10-28=-285/207 BOT CHORD 2-23=-436/366 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 to21-4-4zone; 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 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)13,14,15,17,18,19,20,21,22except(jt=lb)23=103. 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 Clay lot29 GE01 1 11904350-12T MonopitchSupported Gable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:20 Page: 1 ID:FW95k5qHMoJhA53S42QPbcywqsc-0OQuHbhRDA3Vj8It18HcKPAMIjgNmkpSzmGoOmyVrWz DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 =3x4 11 10 9 8 7 1 2 3 12 13 4 5 6 B1 1-2-12 -1-2-12 6-6-0 6-6-0 6-6-0Scale = 1:33.3 Plate Offsets(X,Y):[7: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 0.49 Vert(LL)0.14 8-9 >525 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(TL)-0.14 8-9 >548 180 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:28 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=212/0-6-0,(min.0-1-8),11=297/0-4-0,(min.0-1-8) Max Horiz11=139(LC16) Max Uplift7=-99(LC16),11=-37(LC16) Max Grav7=239(LC2),11=340(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-263/212 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;end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=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)Gable studs spacedat2-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding99 lbupliftat joint7and37 lbupliftat joint11. 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 Clay lot29 GE02 1 11904350-12T Jack-ClosedStructuralGable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:21 Page: 1 ID:F3CytjFcLFbsFJf?3B1Nznywqs4-Ua_GUxi3_UBMLIt4brortdjbT61wVDdbCQ?MxDyVrWy DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =3x4 =3x8 2x4 2x4 =5x6 =3x5 =3x4 =3x4 3x4 =3x4 5x6 3x4 =3x8 4x6 3x4 20 19 18 17 16 15 14 13 12 11 10 9 8 46 7 645 5 44 1 412 42 3 43 4 T1 B1 B3B2 0-1-12 32-11-0 1-2-12 34-1-12 4-0-0 8-0-0 4-0-0 4-0-0 4-4-0 12-4-0 5-10-4 32-9-4 6-7-0 18-11-0 8-0-0 26-11-0 0-3-0 8-0-0 1-0-4 30-11-0 2-0-0 32-11-0 2-11-12 29-10-12 3-9-0 7-9-0 4-0-0 4-0-0 4-5-12 12-5-12 6-5-4 18-11-0 8-0-0 26-11-0Scale = 1:57.9 Plate Offsets(X,Y):[4:0-3-0,0-2-0], [6:0-2-12,0-3-4], [8:0-2-15,0-2-0], [11:0-3-8,0-1-8], [26:0-1-14,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.84 Vert(LL)-0.1113-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(TL)-0.3313-14 >796 180 TCDL 10.0 RepStress Incr YES WB 0.72 Horiz(TL)0.05 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:261 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W9,W10:2x4SPFStud OTHERS 2x4SPFStud*Except*ST3,ST1:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-2-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:18-19. WEBS 1 Rowatmidpt 3-18,4-18,5-17,7-14,2-18,1-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings3-2-0.except18=0-6-0,12=0-3-8 (lb)-Max Horiz18=-430(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)12except10=-149(LC17), 11=-799(LC36),18=-286(LC12) Max GravAllreactions250(lb)or lessat joint(s)11,12except10=1588 (LC36),18=1827(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-42=-44/281,3-42=-44/281,3-43=-44/281,4-43=-44/281,4-44=-320/67,5-44=-474/33,5-45=-1038/94,6-45=-1082/67, 6-7=-1146/63,7-46=-1508/142,8-46=-1627/121,8-10=-1528/151 BOT CHORD 17-18=-66/367,16-17=0/929,15-16=0/929,14-15=0/929,13-14=-48/1406,12-13=-48/1406,11-12=-48/1406 WEBS 3-18=-392/129,4-18=-1109/261,4-17=-157/866,5-17=-1008/289,5-14=-1/495,7-14=-552/214,2-18=-655/102, 2-19=0/262,8-11=0/1417 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 to3-5-4, Interior(1)3-5-4 to12-4-0,Exterior(2)12-4-0 to15-7-8, Interior(1)15-7-8 to34-1-12 zone;end verticalrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=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=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)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)12except(jt=lb)18=286,10=149,11=798. 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 Clay lot29 GE03 1 11904350-12T PiggybackBaseStructuralGable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:21 Page: 1 ID:mOnRtV9r2oQu66QG2ErM56ywqn0-Ua_GUxi3_UBMLIt4brortdjV06yEV2qbCQ?MxDyVrWy DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 3x4 3x4 5x6 =3x6 =3x6 =3x6 =3x6 =5x6 =3x6 5x6 3x4 3x4 63 62 61 60 59 58 57 56 5554 53 52 5150 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 33 1 2 3 64 3245 3166571 3076670829 28967692710 11 26 12 2513141516681718192021222324T3T4 B1 B1B1B2 14-7-054-4-019-2-039-9-020-7-020-7-0 54-4-0 Scale=1:88.9 PlateOffsets(X,Y):[5:0-1-12,0-3-4], [13:0-3-0,0-2-0], [24:0-3-0,0-2-0], [30:0-3-0,0-3-0],[55:0-2-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)-0.01 33 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:375 lbFT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud OTHERS 2x4SPFNo.2*Except*ST6,ST5,ST4,ST3,ST2,ST1:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing,Except: 10-0-0ocbracing:34-35,33-34. WEBS 1Rowatmidpt 25-40,23-42,22-43,20-44,19-45, 18-46,17-47,16-48,15-49,14-51, 12-52,11-53,10-54,26-39,27-38 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings54-4-0. (lb)-Max Horiz63=250(LC15) Max UpliftAlluplift100(lb)or lessatjoint(s)33,34,35,36,37,38,39, 42,43,44,45,46,47,48,49,51,53,54,56,57,58,59,60,61, 63except62=-197(LC16) Max GravAllreactions250(lb)or lessatjoint(s)33,34,35,36,37,38, 39,40,42,43,44,45,46,47,48,49,51,52,53,54,56,57,58, 59,60,61,62,63 FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 7-66=-130/268,8-66=-120/274,8-9=-128/324,9-67=-146/369,10-67=-137/374,10-11=-163/424,11-12=-184/482, 12-13=-166/428,13-14=-165/453,14-15=-165/453,15-16=-165/453,16-68=-165/453,17-68=-165/453,17-18=-165/453, 18-19=-165/453,19-20=-165/453,20-21=-165/453,21-22=-165/453,22-23=-165/453,23-24=-165/453,24-25=-166/428, 25-26=-184/463,26-27=-163/373,27-69=-137/297,28-69=-146/291 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- C Corner(3)0-1-12 to5-6-15,Exterior(2)5-6-15 to20-7-0, Corner(3)20-7-0 to26-2-0,Exterior(2)26-2-0 to39-9-0,Corner(3)39-9-0 to45-2-3,Exterior(2)45-2-3 to54-2-4 zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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. 5)Unbalanced snowloadshavebeenconsidered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare2x4MT20unlessotherwise indicated. 8)Gablerequirescontinuousbottom chordbearing. 9)Truss tobe fully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)63,33,42,43,44,45,46,47,48,49,51,53,54,56,57,58, 59,60,61,39,38,37,36,35,34except(jt=lb)62=197. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 GE04 1 11904350-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct0710:29:22 Page: 1 ID:scdw6eesSzaA2CtQM0UfEdywqiX-Ua_GUxi3_UBMLIt4brortdjfs63aVB7bCQ?MxDyVrWy Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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. 13)This truss isdesigned inaccordance withthe2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 GE04 1 11904350-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:22 Page: 2 ID:scdw6eesSzaA2CtQM0UfEdywqiX-Ua_GUxi3_UBMLIt4brortdjfs63aVB7bCQ?MxDyVrWy DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x6 4x6 3x6 =3x6 =3x6 =3x6 =3x6 2x4 2x4 45 44 43 42 41 40 39 38 3736 35 34 3332 31 30 29 28 27 26 25 24 1 2 3 46 4 5 6 47 7 8 9 4810 4911 23 12 22 13 14 15 16 17 18 19 20 21 T3 B1 B1B2 2-5-0 36-8-0 13-8-0 34-3-0 20-7-0 20-7-0 36-8-0 Scale =1:62.5 Plate Offsets(X,Y):[13:0-3-0,0-2-0], [21:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)n/a -n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:262 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2:2x4SPFNo.2 OTHERS 2x4SPF No.2*Except*ST1,ST2,ST3,ST4,ST5,ST6:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 23-24,10-37,11-35,12-34,14-32, 15-31,16-30,17-29,18-28,19-27, 20-26,22-25 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings36-8-0. (lb)-MaxHoriz45=379(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)24,26,27,28,29,30,31, 32,34,35,37,38,39,40,41,42,43except44=-396(LC16) Max GravAllreactions250(lb)or lessat joint(s)24,25,26,27,28,29, 30,31,32,34,35,37,38,39,40,41,42,43,44except45=491 (LC16) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-45=-359/112,1-2=-542/188,2-3=-417/146,3-46=-376/115,4-46=-371/131,4-5=-324/104,5-6=-318/113,6-47=-274/86, 7-47=-264/95 WEBS 2-44=-136/320 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- C Corner(3)0-1-12 to3-9-12,Exterior(2)3-9-12 to20-7-0, Corner(3)20-7-0 to24-3-0,Exterior(2)24-3-0 to34-3-0, Corner(3)34-3-0 to36-6-4 zone;end vertical left exposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobe fully sheathed fromone faceorsecurelybracedagainstlateralmovement(i.e.diagonal web). 10)Gable studsspacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)24,43,42,41,40,39,38,37,35,34,32,31,30,29,28,27, 26except(jt=lb)44=395. 13)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 Clay lot29 GE05 1 11904350-12T PiggybackBaseSupported Gable Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:23 Page: 1 ID:24QDFTo4rTgYZzCt_ACA7tywqh1-Qy61vdjKW5R4ab0SiGqJy2oxRwiBz5wugkUT?5yVrWw DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 2x4 5 4 1 2 6 3 B1 1-2-12 -1-2-12 2-4-15 2-4-15 2-4-15 Scale = 1:26.3 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 0.06 Vert(TL)0.00 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:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=38/Mechanical,(min.0-1-8),4=18/Mechanical,(min.0-1-8), 5=170/0-4-0,(min.0-1-8) Max Horiz5=54(LC13) Max Uplift3=-36(LC16),4=-16(LC13),5=-64(LC12) Max Grav3=45(LC2),4=40(LC7),5=196(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 to2-4-3zone;end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=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 tobearingplatecapableofwithstanding64 lbupliftat joint5,36 lbupliftatjoint3and16 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 Clay lot29 J01 1 11904350-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:23 Page: 1 ID:TFJNj1YcOxRiu6zO6OiNyZywr6T-Qy61vdjKW5R4ab0SiGqJy2o08wmJz7augkUT?5yVrWw DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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. 3.54 12 =3x6 3x5 5 7 4 1 2 6 3 B1 1-11-11 -1-11-11 6-0-1 6-0-1 0-0-6 0-0-6 5-11-11 6-0-1 Scale = 1:29.6 Plate Offsets(X,Y):[2:0-0-7,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)0.14 4-5 >483 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.70 Vert(TL)-0.20 4-5 >336 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.07 3 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 2x6SPF No.2 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)3=147/Mechanical,(min.0-1-8),4=125/Mechanical,(min. 0-1-8),5=315/0-4-15,(min.0-1-8) Max Horiz5=75(LC8) Max Uplift3=-97(LC12),4=-50(LC9),5=-198(LC8) Max Grav3=173(LC2),4=138(LC2),5=367(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;end vertical leftexposed;porchleftandrightexposed;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.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 in accordancewith IBC1608.3.4. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding198 lbupliftatjoint5,97 lbupliftat joint3and50 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)17 lbdownand30 lbupat3-6-0on top chord,and186 lbdownand99 lb upat3-6-0,and5 lbdownand28 lbupat3-6-0onbottomchord.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:7=-151 TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-6=-44(F=4,B=4),6=-44(F=4,B=4)-to-3=-79(F=-14,B=-14),5=0(F=10,B=10)-to-7=-17(F=2,B=2),7=-17(F=2,B=2)-to-4=-31 (F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 J02 1 11904350-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:23 Page: 1 ID:tv6DcJP8glNdv0u1moU1KXywr5M-Qy61vdjKW5R4ab0SiGqJy2oxIwcJz7augkUT?5yVrWw DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 2x4 =1.5x4 5 4 1 2 6 3 B1 1-4-12 -1-4-12 2-2-15 2-2-15 0-1-12 0-1-12 2-1-3 2-2-15 Scale = 1:27 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)0.00 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:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=29/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8), 5=180/0-3-8,(min.0-1-8) Max Horiz5=55(LC13) Max Uplift3=-32(LC16),4=-17(LC13),5=-71(LC12) Max Grav3=34(LC2),4=36(LC7),5=214(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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3zone;end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=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)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint3,17 lbupliftatjoint4and71 lbupliftat joint5. 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 Clay lot29 J03 1 11904350-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:24 Page: 1 ID:?KHR3VkedsSRpZBS2l?8bxywr6D-u9fP7zkyHPZxClbfG_MYVFLBQK6Yiaq2uOE0YXyVrWv DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x4 2x4 5 4 1 6 2 7 8 3 B1 1-4-12 -1-4-12 4-4-0 4-4-0 4-4-0 Scale = 1:28.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 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 YES WB 0.00 Horiz(TL)-0.03 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 sheathingdirectlyappliedor4-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=89/Mechanical,(min.0-1-8),4=42/Mechanical,(min.0-1-8), 5=239/0-3-8,(min.0-1-8) Max Horiz5=80(LC16) Max Uplift3=-69(LC16),5=-45(LC16) Max Grav3=105(LC2),4=77(LC7),5=275(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 to4-5-4zone; 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 tobearingplatecapableofwithstanding45 lbupliftat joint5and69 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 Clay lot29 J04 15 11904350-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:24 Page: 1 ID:NL?jePukOkCY0W3QHLf68mywr29-u9fP7zkyHPZxClbfG_MYVFL9hK4fiaq2uOE0YXyVrWv DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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. 3.54 12 2x4 2x4 1.5x4 3x4 =4x48 12 7 1 2 6 513 9 3 10 11 4 B1 B3 2-9-15 1-8-14 -1-8-14 3-3-15 6-7-2 3-3-3 3-3-3 3-2-3 6-7-2 3-4-15 3-4-15 Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)0.13 7 >608 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(TL)-0.18 7 >419 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horiz(TL)0.05 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MR BCDL 10.0 Weight:20 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 ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=168/Mechanical,(min.0-1-8),5=105/Mechanical,(min. 0-1-8),8=246/0-8-2,(min.0-1-8) Max Horiz8=81(LC30) Max Uplift4=-93(LC12),5=-36(LC12),8=-130(LC10) Max Grav4=193(LC2),5=118(LC7),8=281(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-259/140 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;end vertical leftexposed;LumberDOL=1.60plategripDOL=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 tobearingplatecapableofwithstanding130 lbupliftatjoint8,93 lbupliftat joint4and36 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)15 lbdownand15 lbupat2-5-4,15lbdownand15 lbupat2-5-4,and33 lbdownand38lbupat5-3-3,and33 lbdownand38 lbupat5-3-3on top chord,and5lbdownand11 lbupat2-5-4,5lbdownand11lbupat2-5-4,and21 lbdownand 35 lbupat5-3-3,and21 lbdownand35 lbupat5-3-3onbottom chord.Thedesign/selectionofsuch connectiondevice(s)is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:11=-12,12=2,13=-36 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-9=-31(F=10,B=10),9=-31(F=10,B=10)-to-3=-41(F=5,B=5),3=-41(F=5,B=5)-to-10=-50(F=0,B=0),10=-50(F=0,B=0)-to-11=-68 (F=-8,B=-8),11=-68(F=-8,B=-8)-to-4=-84(F=-16,B=-16),8=0(F=10,B=10)-to-12=-12(F=4,B=4),12=-12(F=4,B=4)-to-7=-16(F=2,B=2),6=-16(F=2,B=2)- to-13=-26(F=-3,B=-3),13=-26(F=-3,B=-3)-to-5=-33(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 J05 1 11904350-12T DiagonalHip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:24 Page: 1 ID:jcXL0_uEF2Qyj9yj6CCPyzywr4k-u9fP7zkyHPZxClbfG_MYVFL62K0Diaq2uOE0YXyVrWv DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 2x4 5 4 1 2 3 B1 1-2-12 -1-2-12 1-7-15 1-7-15 1-7-15 Scale = 1:25.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)0.00 4-5 >999 240 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-MR BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=14/Mechanical,(min.0-1-8),4=8/Mechanical,(min.0-1-8), 5=155/0-6-0,(min.0-1-8) Max Horiz5=46(LC13) Max Uplift3=-22(LC16),4=-1(LC13),5=-47(LC12) Max Grav3=16(LC2),4=26(LC7),5=194(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 tobearingplatecapableofwithstanding47 lbupliftat joint5,1lbupliftatjoint4and22 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 Clay lot29 J06 2 11904350-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:24 Page: 1 ID:?hwZvZmycz9NWdBoX503Ysywr4u-u9fP7zkyHPZxClbfG_MYVFLB1K6siaq2uOE0YXyVrWv DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 1.5x4 1.5x4 1.5x4 =2x487 1 9 2 6 5 10 3 11 4 B1 B3 1-11-0 1-2-12 -1-2-12 1-3-11 3-7-15 2-4-4 2-4-4 1-1-15 3-7-15 2-6-0 2-6-0 Scale = 1:28.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)0.01 3-6 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)-0.01 7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.01 5 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*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=64/Mechanical,(min.0-1-8),5=44/Mechanical,(min.0-1-8), 8=206/0-6-0,(min.0-1-8) Max Horiz8=68(LC13) Max Uplift4=-34(LC16),5=-17(LC16),8=-40(LC12) Max Grav4=74(LC2),5=53(LC7),8=237(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 to3-7-3zone; 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 tobearingplatecapableofwithstanding40 lbupliftat joint8,34 lbupliftatjoint4and17 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 Clay lot29 J07 2 11904350-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:24 Page: 1 ID:QGciXbpruuXyN4wNCDamAVywr4r-u9fP7zkyHPZxClbfG_MYVFLBBK5ciaq2uOE0YXyVrWv DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 2x4 1.5x4 2x4 =3x487 1 2 6 5 9 3 10 4 B1 B3 1-11-0 1-2-12 -1-2-12 2-4-12 4-9-0 2-4-4 2-4-4 2-3-0 4-9-0 2-6-0 2-6-0 Scale = 1:30 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.03 7 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)-0.05 7 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.02 5 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*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=95/Mechanical,(min.0-1-8),5=56/Mechanical,(min.0-1-8), 8=241/0-6-0,(min.0-1-8) Max Horiz8=86(LC16) Max Uplift4=-56(LC16),5=-8(LC16),8=-43(LC16) Max Grav4=109(LC2),5=72(LC7),8=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- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4zone; 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 tobearingplatecapableofwithstanding43 lbupliftat joint8,56 lbupliftatjoint4and8 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 Clay lot29 J08 6 11904350-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:24 Page: 1 ID:Yr?JXHnfqnlSbXcxSkXmyaywr3a-u9fP7zkyHPZxClbfG_MYVFLBQK32iaq2uOE0YXyVrWv DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 =3x4 1.5x4 5 4 1 2 6 7 3 B1 1-2-12 -1-2-12 4-9-0 4-9-0 4-9-0 Scale = 1:29.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)-0.05 4-5 >991 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)-0.03 3 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 sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=102/Mechanical,(min.0-1-8),4=49/Mechanical,(min. 0-1-8),5=241/0-6-0,(min.0-1-8) Max Horiz5=86(LC16) Max Uplift3=-75(LC16),5=-43(LC16) Max Grav3=119(LC2),4=85(LC7),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- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4zone; 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 tobearingplatecapableofwithstanding43 lbupliftat joint5and75 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 Clay lot29 J09 2 11904350-12T Jack-Open Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:24 Page: 1 ID:8XrcU4yRX4VTGhgdGgn2WXywr3M-u9fP7zkyHPZxClbfG_MYVFL8DK3Liaq2uOE0YXyVrWv DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =3x4 =4x4 =3x4 1 11 19 18 17 16 15 14 13 12 2 10 3 9 4 8 26 29 27 2857 6 B1 B2 0-11-1 19-1-0 0-11-1 0-11-1 8-7-7 9-6-8 8-7-7 18-1-15 17-2-14Scale = 1:34.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:63 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 Allbearings17-2-14. (lb)-Max Horiz2=-81(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)12,13,14,16,17,19,2,10 Max GravAllreactions250(lb)or lessat joint(s)12,13,14,15,16,17, 19,2,10 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- C Corner(3)0-4-3to3-7-0,Exterior(2)3-7-0 to9-7-0, Corner(3)9-7-0 to12-7-0,Exterior(2)12-7-0 to18-9-13 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,16,17,19,14,13,12,10,2,10. 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 Clay lot29 P01 1 11904350-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:25 Page: 1 ID:Z0Dk4oRyoZt9vR?4QIzfTFywr1S-MLDnKJla2jhoqvArqhtn1TtNLjS5R1HB71zZ4_yVrWu DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x4 1.5x4 1.5x4 =3x4 1.5x4 =4x4 1.5x4 1.5x4 =4x4 775.00lb 5.00 lb/ft to10.00lb/ft 1 7 11 10 9 8 2 6 2318 3 5 2219 2120 4 B1 B2 0-11-1 19-1-0 0-11-1 0-11-1 8-7-7 9-6-8 8-7-7 18-1-15 17-2-14Scale =1:34.8 Plate Offsets(X,Y):[2:0-1-0,Edge], [6:0-1-0,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 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.42 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr NO WB 0.08 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:53 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS Allbearings17-2-14. (lb)-MaxHoriz2=81(LC16) MaxUpliftAlluplift100(lb)or lessat joint(s)2except8=-150(LC17), 11=-135(LC16),6=-218(LC17) MaxGravAllreactions250(lb)or lessat joint(s)9,2except8=456(LC 35),11=383(LC34),6=1064(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-18=-303/176 BOTCHORD 2-11=-249/397 WEBS 3-11=-281/247,5-8=-316/267 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- C Corner(3)0-4-3to3-4-3,Exterior(2)3-4-3 to9-7-0, Corner(3)9-7-0 to12-7-0,Exterior(2)12-7-0 to18-9-13 zone;cantilever leftandrightexposed ; end vertical 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)Gablerequires continuousbottomchordbearing. 8)Gablestuds spacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,2except(jt=lb)11=135,8=149,6=217,6=217. 11)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,or consultqualifiedbuildingdesigner. 13)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)876 lbdownand517 lbupat17-5-0on top chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. 14)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) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 P02 11 11904350-12T Piggyback JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct0710:29:25 Page: 1 ID:ZT9tyA0do7b_qCPYQ9Mh45ywr2_-MLDnKJla2jhoqvArqhtn1TtJljM9R0qB71zZ4_yVrWu Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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:1-4=-51,4-16=-51,12-15=-20 ConcentratedLoads(lb) Vert:16=-775 TrapezoidalLoads(lb/ft) Vert:16=-57(F=-6)-to-6=-58(F=-7),6=-58(F=-7)-to-7=-60(F=-9) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 P02 11 11904350-12T Piggyback Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:25 Page: 2 ID:ZT9tyA0do7b_qCPYQ9Mh45ywr2_-MLDnKJla2jhoqvArqhtn1TtJljM9R0qB71zZ4_yVrWu DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x4 =3x4 15 814 13 12 11 10 9 7 6 5 191 42 3 B1 0-11-1 12-3-8 2-9-0 2-9-0 8-7-7 11-4-7 0-3-8 0-3-8 11-0-15 11-4-7 Scale = 1:35.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 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 0.04 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:48 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 Allbearings11-0-15. (lb)-Max Horiz15=-157(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)9,10,11,12,13,14, 7 Max GravAllreactions250(lb)or lessat joint(s)9,10,11,12,13,14, 7 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)0-1-12 to5-9-0, Interior(1)5-9-0 to11-11-13 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)14,7,12,13,11,10,9,7. 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 Clay lot29 P03 1 11904350-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:25 Page: 1 ID:mNi0CJ1q9dzfCTxPWyK4gbywr_5-MLDnKJla2jhoqvArqhtn1TtLTjS5R1SB71zZ4_yVrWu DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 =3x4 1 7 10 9 8 62 3 5 2318 2219 2120 4 B1 0-11-1 13-7-0 0-11-1 0-11-1 5-10-7 6-9-8 5-10-7 12-7-15 11-8-14 Scale = 1:30.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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 0.10 Horiz(TL)0.00 6 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 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings11-8-14. (lb)-Max Horiz2=57(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)2,6except8=-123(LC17), 10=-124(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,6except8=315(LC 35),9=261(LC2),10=315(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 3-10=-262/311,5-8=-262/311 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)0-4-3to3-4-3,Exterior(2)3-4-3 to6-10-0, Corner(3)6-10-0 to9-10-0,Exterior(2)9-10-0 to13-3-13 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)2,6,2,6except(jt=lb)10=124,8=122. 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 Clay lot29 P04 15 11904350-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:26 Page: 1 ID:93i9sed3U_L6He46jbEtz8ywr?v-rXn9YfmCp0pfR3l1OOO0agQW37nNATlKMhj7cQyVrWt DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 =4x4 =3x4 1 9 14 13 12 11 10 82 3 7 22 27 23 26 4 6 24 25 5 B1 0-11-1 13-7-0 0-11-1 0-11-1 5-10-7 6-9-8 5-10-7 12-7-15 11-8-14 Scale = 1:30.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:39 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 Allbearings11-8-14. (lb)-Max Horiz2=57(LC20) Max UpliftAlluplift100(lb)or lessat joint(s)10,11,13,14,2, 8 Max GravAllreactions250(lb)or lessat joint(s)10,11,12,13,14,2, 8 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- C Corner(3)0-4-3to3-4-3,Exterior(2)3-4-3 to6-10-0, Corner(3)6-10-0 to9-10-0,Exterior(2)9-10-0 to13-3-13 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,8,13,14,11,10,2,8. 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 Clay lot29 P05 1 11904350-12T Piggyback Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:26 Page: 1 ID:6_tmQy3e?2u?cBq1q9uJRjywr?L-rXn9YfmCp0pfR3l1OOO0agQYy7oUAUOKMhj7cQyVrWt DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =5x6 1.5x4 3x4 =MT18HS5x12 3x4 3x5 =4x8 3x5 3x4 2x4 =5x12 3x8 5x6 775.00 lb 775.00 lb 60.00 lb/ftto0.00 lb/ft 1 15 14 13 1211 2 19 10 9 3 4 5 6 20 21 7 8 B1 B2 B4 1-2-12 -1-2-12 3-2-0 3-2-0 5-9-9 20-10-4 5-11-5 15-0-11 5-11-5 9-1-5 1-1-12 22-0-0 0-1-5 9-1-5 0-6-0 22-0-0 0-6-0 21-6-0 3-2-0 3-2-0 5-10-0 9-0-0 5-11-5 15-0-11 5-11-5 21-0-0 Scale =1:58.9 Plate Offsets(X,Y):[2:Edge,0-1-1], [8:0-3-3,0-1-8], [9:Edge,0-3-8], [14:0-6-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.81 Vert(LL)0.1214-15 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.76 Vert(TL)-0.3014-15 >868 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.59 Horiz(TL)0.06 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:135 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B1:2x4SPF2100F1.8E WEBS 2x4SPF No.2*Except*W1,W3,W2,W6:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-7-2ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor8-0-9ocbracing.Except: 1Rowatmidpt 7-10 10-0-0ocbracing:10-12 WEBS 1Rowatmidpt 6-10,3-14,4-13 WEBS 2Rowsat1/3pts 8-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1824/0-6-0,(min.0-2-10),9=1910/0-6-0,(min.0-3-6) MaxHoriz2=467(LC16) MaxUplift2=-333(LC16),9=-556(LC16) MaxGrav2=2064(LC2),9=2156(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-19=-3882/575,3-19=-3815/583,3-4=-2283/241,4-5=-1161/71,5-6=-930/82,6-20=-253/0,8-9=-1837/487 BOTCHORD 2-15=-936/3446,14-15=-936/3446,13-14=-538/1898,12-13=-47/296,7-10=-394/206 WEBS 8-10=-343/1096,6-10=-1185/339,4-14=-54/604,3-14=-1597/421,4-13=-1262/350,6-13=-105/792,10-13=-219/613 NOTES 1)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)-1-2-12 to1-9-4, Interior(1)1-9-4 to21-10-4zone;endvertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60 plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 5)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding556 lbupliftat joint9and333 lbupliftat joint2. 8)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)876 lbdownand230 lbupat3-2-0,and876 lbdownand230 lbupat 21-10-4on topchord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. 10)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,12-16=-20,11-12=-20,9-10=-20 ConcentratedLoads(lb) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 T01 9 11904350-12T Jack-Closed JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct0710:29:26 Page: 1 ID:qXgfa5Tmqf7mD6v8SeVEB9ywqRz-rXn9YfmCp0pfR3l1OOO0agQMD7d4AL6KMhj7cQyVrWt Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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:8=-775,3=-775 TrapezoidalLoads(lb/ft) Vert:3=-111(F=-60)-to-4=-92(F=-41),4=-92(F=-41)-to-5=-79(F=-29),5=-79(F=-29)-to-6=-73(F=-22),6=-73(F=-22)-to-20=-67(F=-17),20=-67(F=-17)- to-21=-64(F=-14),21=-64(F=-14)-to-7=-54(F=-3),7=-54(F=-3)-to-8=-51 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T01 9 11904350-12T Jack-Closed Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:26 Page: 2 ID:qXgfa5Tmqf7mD6v8SeVEB9ywqRz-rXn9YfmCp0pfR3l1OOO0agQMD7d4AL6KMhj7cQyVrWt DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =10x10 =4x4 3x4 =3x4 3x4 =4x8 3x4 4x4 2x4 =6x10 3x6 1.5x4115 14 13 12 1110 2 16 9 8 3 4 5 17 18 6 7 B1 B2 B4 0-1-12 0-1-12 2-2-12 -2-2-12 6-1-7 6-3-3 6-8-10 19-10-4 6-10-6 13-1-10 1-1-12 21-0-0 0-6-0 21-0-0 0-6-0 20-6-0 2-3-13 8-7-0 4-6-10 13-1-10 6-3-3 6-3-3 6-10-6 20-0-0 Scale = 1:58.9 Plate Offsets(X,Y):[9:0-4-4,0-2-12], [11:Edge,0-3-8], [15:Edge,0-7-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)-0.0511-12 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(TL)-0.1311-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.53 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:133 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9,W4,W6,W8:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-1-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.Except: 1 Rowatmidpt 6-9 10-0-0ocbracing:9-11 WEBS 1 Rowatmidpt 7-8,5-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=739/0-6-0,(min.0-1-8),15=861/0-6-0,(min.0-1-9) Max Horiz15=454(LC16) Max Uplift8=-283(LC16),15=-112(LC16) Max Grav8=883(LC23),15=979(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-16=-1191/17,3-16=-1175/46,3-4=-763/0,4-5=-597/5,7-8=-692/227,2-15=-920/180 BOT CHORD 14-15=-433/323,13-14=-390/991,12-13=-390/991,6-9=-453/238 WEBS 3-12=-444/198,5-12=0/412,9-12=-204/406,5-9=-692/245,7-9=-304/854,2-14=-7/876 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 to21-10-4 zone;end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=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 tobearingplatecapableofwithstanding283 lbupliftatjoint8and112 lbupliftat joint15. 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 Clay lot29 T02 1 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:27 Page: 1 ID:LhqQHJ?_WtNZik4DwukAuEywqM6-JkLYl?nqaKxV3DKDx6vF6uzcHX2dvpIUaLSg8syVrWs DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x6 =4x4 3x4 =3x4 6x8 =4x8 4x4 2x4 =6x10 3x6 1.5x41 14 13 12 11 109 2 8 7 15 3 4 16 17 5 6 B1 B2 B4 0-1-12 0-1-12 1-2-12 -1-2-12 6-1-7 6-3-3 6-8-10 19-10-4 6-10-6 13-1-10 1-1-12 21-0-0 0-6-0 21-0-0 0-6-0 20-6-0 2-3-13 8-7-0 4-6-10 13-1-10 6-3-3 6-3-3 6-10-6 20-0-0 Scale = 1:58.5 Plate Offsets(X,Y):[2:0-2-15,0-2-0], [4:0-3-12,0-3-4],[8:0-4-4,0-2-12], [10:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)-0.0510-11 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(TL)-0.1310-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.55 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:132 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9,W4,W6,W8:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-1-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-5-7ocbracing.Except: 1 Rowatmidpt 5-8 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 6-7,4-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=743/0-6-0,(min.0-1-8),14=806/0-6-0,(min.0-1-8) Max Horiz14=437(LC16) Max Uplift7=-285(LC16),14=-87(LC16) Max Grav7=880(LC23),14=914(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-1213/30,3-15=-1131/55,3-4=-773/8,6-7=-687/228,2-14=-855/127 BOT CHORD 13-14=-486/351,12-13=-398/1012,11-12=-398/1012,5-8=-466/250 WEBS 3-11=-455/201,4-11=0/412,8-11=-209/423,4-8=-700/246,6-8=-315/861,2-13=0/767 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)-0-2-12 to2-9-4, Interior(1)2-9-4 to21-10-4 zone;end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=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 tobearingplatecapableofwithstanding285 lbupliftatjoint7and87 lbupliftat joint14. 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 Clay lot29 T03 2 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:27 Page: 1 ID:PZE5RSBP_UGR?2j5IYVh?PywqLt-JkLYl?nqaKxV3DKDx6vF6uzcQX2dvpzUaLSg8syVrWs DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x6 =4x4 3x4 =3x4 6x8 =4x8 =6x8 3x4 3x6 =3x4 1.5x4 1 14 13 12 11 10 9 2 78 15 3 4 16 17 5 6 B2B1 B4 0-1-12 0-1-12 1-2-12 -1-2-12 6-1-7 6-3-3 6-8-10 19-10-4 6-10-6 13-1-10 2-1-12 22-0-0 0-6-0 22-0-0 1-6-0 21-6-0 3-3-13 9-7-0 3-6-10 13-1-10 6-3-3 6-3-3 6-10-6 20-0-0 Scale = 1:59.8 Plate Offsets(X,Y):[2:0-2-15,0-2-0], [4:0-3-12,0-3-4],[8:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)-0.0510-11 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.43 Vert(TL)-0.1411-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.47 Horiz(TL)0.03 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:136 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9,W4,W6,W8:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-11-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-3-8ocbracing.Except: 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 4-8,5-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=797/0-6-0,(min.0-1-8),14=842/0-6-0,(min.0-1-8) Max Horiz14=457(LC16) Max Uplift7=-288(LC16),14=-89(LC16) Max Grav7=943(LC23),14=955(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-1288/35,3-15=-1206/59,3-4=-856/14,4-16=-311/0,2-14=-896/126 BOT CHORD 13-14=-506/361,12-13=-422/1079,11-12=-422/1079,5-8=-121/636 WEBS 3-11=-446/200,4-11=0/373,8-11=-255/613,4-8=-661/237,5-7=-950/322,2-13=0/829 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)-0-2-12 to2-9-4, Interior(1)2-9-4 to22-10-4 zone;end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60 plategripDOL=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 tobearingplatecapableofwithstanding288 lbupliftatjoint7and89 lbupliftat joint14. 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 Clay lot29 T04 3 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:27 Page: 1 ID:4rmJCVbD6dKCNdRLSqaMZMywqIm-JkLYl?nqaKxV3DKDx6vF6uzcbX2SvqEUaLSg8syVrWs DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x6 3x4 =4x4 6x6 =6x6 1.5x4 775.00 lb 60.00 lb/ft to30.00 lb/ft 7 6 5 1 2 8 9 3 10 4 B1 0-1-12 0-1-12 1-2-12 -1-2-12 3-0-4 3-2-0 3-4-0 6-6-0 3-2-0 3-2-0 3-4-0 6-6-0 Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)0.02 5-6 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)-0.02 5-6 >999 180 TCDL 10.0 RepStress Incr NO WB 0.38 Horiz(TL)-0.01 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP BCDL 10.0 Weight:32 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-11-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor5-10-11ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=692/0-6-0,(min.0-1-8),7=736/0-4-0,(min.0-1-8) Max Horiz7=139(LC16) Max Uplift5=-233(LC13),7=-168(LC13) Max Grav5=783(LC30),7=836(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-806/783,2-8=-983/947,8-9=-939/955,3-9=-922/961 BOT CHORD 5-6=-990/852 WEBS 3-5=-1060/1232,2-6=-824/909 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;end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=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 tobearingplatecapableofwithstanding168 lbupliftatjoint7and233 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)999 lbdownand985lbupat3-2-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,5-7=-20 ConcentratedLoads(lb) Vert:3=-775 TrapezoidalLoads(lb/ft) Vert:3=-111(F=-60)-to-10=-98(F=-47),10=-98(F=-47)-to-4=-81(F=-30) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T05 8 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:27 Page: 1 ID:gEzuuvLAFaAosdFen5blJXywqBL-JkLYl?nqaKxV3DKDx6vF6uzfEX47vseUaLSg8syVrWs DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 5x6 =6x6 3x4 =4x6 =3x4 3x5 MT18HS3x10 =3x4 3x4 775.00lb 60.00lb/ft to10.00lb/ft 11 10 9 8 7 1 2 12 3 4 5 13 6 B1 B2 0-1-12 0-1-12 1-2-12 -1-2-12 3-0-4 3-2-0 7-2-0 10-4-0 7-2-0 17-6-0 3-2-0 3-2-0 6-11-4 10-1-4 7-4-12 17-6-0Scale = 1:52.1 Plate Offsets(X,Y):[2:0-2-11,0-2-8], [10:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.87 Vert(LL)-0.08 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.76 Vert(TL)-0.20 7-8 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horiz(TL)0.05 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:85 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T1:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W7,W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 6-7,3-8,4-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=986/0-6-0,(min.0-1-12),11=1574/0-4-0,(min.0-2-14) Max Horiz11=363(LC16) Max Uplift7=-339(LC16),11=-284(LC16) Max Grav7=1113(LC2),11=1816(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-1775/360,2-12=-2474/369,3-12=-2420/377,3-4=-1321/95,6-7=-258/137 BOT CHORD 10-11=-329/145,9-10=-659/2227,8-9=-659/2227,7-8=-304/1002 WEBS 3-10=-551/164,2-10=-348/2315,3-8=-1276/375,4-7=-1299/394,4-8=-24/612 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 to17-4-4 zone;end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=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)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding284 lbupliftatjoint11and339lbupliftat joint7. 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)999 lbdownand230lbupat3-2-0on top chord.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=-51,2-3=-51,7-11=-20 ConcentratedLoads(lb) Vert:3=-775 TrapezoidalLoads(lb/ft) Vert:3=-111(F=-60)-to-4=-86(F=-35),4=-86(F=-35)-to-5=-83(F=-32),5=-83(F=-32)-to-13=-76(F=-25),13=-76(F=-25)-to-6=-61(F=-10) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T06 3 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:28 Page: 1 ID:97oXnNPR_6jXtvpVIV9rlbywq8g-JkLYl?nqaKxV3DKDx6vF6uzW0XzJvjaUaLSg8syVrWs DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =10x10 =6x8 4x4 4x6 =3x5 4x4 =4x6 =3x5 =6x6 =4x6 =3x8 =4x4 =3x5 =4x4 =4x6 2x4 =MT18HS5x12 =6x6 =3x5 4x6 4x4 =4x10 6x8 6x6 775.00 lb 25 24 23 22 21 20 19 18 1716 15 14 1 26 132 27 35 34283332932124 11 5 63031 7 8 9 10T3T4 B1 B1B1B2 1-9-039-9-05-8-826-3-8 5-10-432-1-12 5-10-438-0-06-9-313-9-137-0-117-0-11 6-9-320-7-0 6-10-1546-7-15 7-8-154-4-0 1-10-1239-10-125-10-432-1-12 5-10-438-0-05-10-426-3-86-7-720-5-46-9-313-9-13 6-9-346-7-157-0-117-0-11 7-8-154-4-0 Scale=1:88.9 PlateOffsets(X,Y):[14:Edge,0-5-8], [15:0-3-8,0-2-0], [17:0-3-8,0-3-0], [19:0-3-8,0-1-8], [24:0-3-8,0-3-0], [25:Edge,0-9-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.61 Vert(LL)-0.22 19 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.96 Vert(TL)-0.5619-21 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.76 Horiz(TL)0.25 14 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:356 lbFT=20% LUMBER TOP CHORD 2x6SPFNo.2 BOT CHORD 2x4SPF1650F1.5E*Except*B2:2x4SPF No.2 WEBS 2x4SPFNo.2*Except*W3:2x4SPFStud,W1,W14:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-5-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-4-12ocbracing. WEBS 1Rowatmidpt 4-21,10-16,12-15,9-17,7-17, 6-19,6-18,7-18 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)14=2920/0-6-0,(min.0-4-13),25=2264/Mechanical,(min. 0-1-8) Max Horiz25=249(LC16) Max Uplift14=-371(LC17),25=-303(LC16) Max Grav14=3052(LC2),25=2424(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-26=-4049/689,2-26=-3903/708,2-27=-3894/752,27-28=-3810/765,3-28=-3780/777,3-29=-3737/780,4-29=-3730/785, 4-5=-3462/796,5-6=-3346/814,6-30=-3435/836,30-31=-3435/836,7-31=-3435/836,7-8=-3122/809,8-9=-3122/809, 9-10=-3087/801,10-11=-3282/809,11-12=-3418/788,12-32=-2812/633,32-33=-2814/631,33-34=-2922/627, 34-35=-2954/626,13-35=-3110/626,1-25=-2348/466,13-14=-2979/664 BOTCHORD 24-25=-319/465,23-24=-670/3531,22-23=-637/3408,21-22=-637/3408,20-21=-499/2995,19-20=-499/2995, 18-19=-548/3346,17-18=-570/3435,16-17=-496/2930,15-16=-506/2642 WEBS 4-23=-4/330,4-21=-811/266,5-21=-125/736,10-16=-314/129,12-16=-135/611,12-15=-1166/350,13-15=-555/2882, 1-24=-488/3087,9-17=-924/277,7-17=-631/113,6-19=-679/289,5-19=-249/890,6-18=-129/310,10-17=-292/1493 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)0-2-12 to5-7-15, Interior(1)5-7-15 to20-7-0,Exterior(2)20-7-0 to28-3-3, Interior(1)28-3-3 to39-9-0,Exterior(2)39-9-0 to47-5-3, Interior(1)47-5-3 to54-1-4 zone;C-C formembersandforces&MWFRS forreactionsshown;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 capableofwithstanding303 lbupliftat joint25and371lbupliftat joint14. 10)This truss is designed inaccordancewith the2012 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)775 lbdownand202 lbupat38-0-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 12)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 T08 8 11904350-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct0710:29:28 Page: 1 ID:V9o8ArpmGyauYreTdyhCVMywq3_-nwvwyLnSLe3MhMvQVpQUf5VlqxFQeDydp?CEhJyVrWr Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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:1-5=-51,5-9=-61,14-25=-20 ConcentratedLoads(lb) Vert:9=-775 TrapezoidalLoads(lb/ft) Vert:9=-61-to-10=-66(F=-5),10=-56(F=-5)-to-11=-69(F=-18),11=-69(F=-18)-to-12=-78(F=-27),12=-78(F=-27)-to-32=-80(F=-29),32=-80(F=-29)-to-33=-84 (F=-33),33=-84(F=-33)-to-34=-88(F=-37),34=-88(F=-37)-to-35=-93(F=-42),35=-93(F=-42)-to-13=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T08 8 11904350-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:28 Page: 2 ID:V9o8ArpmGyauYreTdyhCVMywq3_-nwvwyLnSLe3MhMvQVpQUf5VlqxFQeDydp?CEhJyVrWr DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x8 =6x6 3x4 3x6 =3x4 3x4 =3x6 =3x4 =5x6 =3x8 1.5x4 =3x6 =3x8 1.5x4 =3x6 =6x10 1.5x4 =MT18HS8x12 =5x6 6x6 4x6 775.00 lb 22 21 20 19 18 1716 15 14 13 12 1 23 2 24 3 254 26 11 5 62728 7 298 9 10 T3 T4 B1 B1B2 1-9-039-9-05-8-826-3-8 5-10-432-1-12 5-10-438-0-06-10-156-10-15 6-9-320-7-06-10-1513-9-13 3-7-043-4-0 1-10-1239-10-12 3-5-443-4-05-10-432-1-12 5-10-438-0-05-10-426-3-86-7-720-5-46-10-1513-9-136-10-156-10-15 Scale=1:72.5 PlateOffsets(X,Y):[5:0-3-0,0-2-0], [10:0-10-0,0-2-8], [11:0-2-12,0-2-8], [13:0-2-8,0-1-8], [21:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 1.00 Vert(LL)-0.1518-20 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.77 Vert(TL)-0.4318-20 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.99 Horiz(TL)0.13 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:289 lbFT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T5:2x6SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W3,W2:2x4SPFStud,W11:2x4SPF1650F 1.5E,W1,W13:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-6-1ocbracing. WEBS 1Rowatmidpt 4-18,10-13,11-12,9-14,7-14,6-17, 5-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=2408/0-6-0,(min.0-4-0),22=1671/0-6-0,(min.0-2-13) Max Horiz22=375(LC16) Max Uplift12=-379(LC13),22=-228(LC16) Max Grav12=2552(LC37),22=1809(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-23=-2882/389,2-23=-2765/408,2-24=-2656/429,3-24=-2559/443,3-25=-2475/461,4-25=-2456/463,4-26=-2172/434, 5-26=-2155/471,5-6=-1920/453,6-27=-1920/453,27-28=-1920/453,7-28=-1920/453,7-29=-1096/300,8-29=-1096/300, 8-9=-1096/300,9-10=-1096/300,10-11=-859/216,1-22=-1739/296,11-12=-2534/577 BOTCHORD 21-22=-431/314,20-21=-616/2502,19-20=-525/2289,18-19=-525/2289,17-18=-394/1842,16-17=-319/1687, 15-16=-319/1687,14-15=-319/1687,13-14=-150/746 WEBS 2-20=-259/173,4-20=-9/377,4-18=-854/273,5-18=-132/771,10-13=-1940/416,11-13=-436/2179,1-21=-260/2287, 9-14=-1090/325,10-14=-445/2243,7-14=-1266/214,6-17=-533/179,5-17=-297/294,7-17=-118/579,7-15=0/254 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)0-2-12 to4-6-12, Interior(1)4-6-12 to20-7-0,Exterior(2)20-7-0 to26-8-9, Interior(1)26-8-9 to39-9-0,Exterior(2)39-9-0 to43-1-4 zone;C-C formembersand forces&MWFRS forreactionsshown;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)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding228 lbupliftat joint22and379lbupliftat joint12. 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)775 lbdownand202 lbupat38-0-0on 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-WoodsideatWestClay lot29 T09 2 11904350-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct0710:29:28 Page: 1 ID:uiWPt0H1LJIb468iNN3WCfywpfr-nwvwyLnSLe3MhMvQVpQUf5VfkxHOe9Ldp?CEhJyVrWr Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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:1-5=-51,5-9=-61,12-22=-20 ConcentratedLoads(lb) Vert:9=-775 TrapezoidalLoads(lb/ft) Vert:9=-61-to-10=-71(F=-10),10=-61(F=-10)-to-11=-81(F=-30) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T09 2 11904350-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:28 Page: 2 ID:uiWPt0H1LJIb468iNN3WCfywpfr-nwvwyLnSLe3MhMvQVpQUf5VfkxHOe9Ldp?CEhJyVrWr DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x8 =5x8 5x6 3x4 3x4 =6x10 4x8 2x4 3x6 =8x8 2x4 2x4 =5x6 5x10 1.5x4 =4x8 =3x6 =3x4 =5x6 =3x6 =8x8 =6x6 6x8 2x4 25 24 23 19 18 17 16 15 14 13 1 22 21 20 2 3 26 4 5 27 286 12 7 829 9 10 11T3T4 B1 B5 B6 B3 1-1-4 2-4-4 1-3-01-3-0 6-4-139-9-06-4-126-11-15-7-420-7-0 6-5-1333-4-156-3-128-8-0 6-3-1214-11-12 3-7-043-4-0 1-3-01-3-0 1-3-02-6-0 2-7-1533-4-15 3-5-443-4-03-9-1530-9-05-7-420-5-46-2-08-8-0 6-2-014-10-0 6-5-1326-11-1 6-5-1339-10-12 Scale =1:74.2 Plate Offsets(X,Y):[7:0-7-8,0-2-8], [11:0-6-0,0-2-8], [20:0-2-8,0-3-8], [22:0-4-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.78 Vert(LL)0.19 6 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.70 Vert(TL)-0.46 6 >999 180 TCDL 10.0 RepStress Incr YES WB 0.91 Horiz(TL)0.26 13 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:294 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T5:2x6SPFNo.2 BOTCHORD 2x4SPF No.2*Except*B3:2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W6,W7,W10,W5,W2,W3:2x4SPFStud, W1,W16:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-5-11ocbracing. WEBS 1Rowatmidpt 7-18,11-14,12-13,8-17,7-17,9-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=1652/0-6-0,(min.0-2-14),25=1576/0-6-0,(min.0-2-11) MaxHoriz25=375(LC16) MaxUplift13=-222(LC13),25=-208(LC16) Max Grav13=1835(LC37),25=1715(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1344/185,2-3=-3958/905,3-26=-3997/978,4-26=-3943/1001,4-5=-2714/464,5-27=-2584/481,27-28=-2532/492, 6-28=-2516/494,6-7=-2710/629,7-8=-1700/390,8-29=-1700/390,9-29=-1700/390,9-10=-1326/311,10-11=-1326/311, 11-12=-607/151,1-25=-1604/228,12-13=-1810/367 BOTCHORD 24-25=-392/224,23-24=-147/408,21-22=-706/3023,20-21=-706/3022,6-20=-557/243,17-18=-348/1669, 16-17=-230/1326,15-16=-230/1326,14-15=-94/546 WEBS 4-22=-528/630,4-21=0/384,4-20=-834/291,18-20=-315/1521,7-20=-428/1544,11-14=-1409/322,12-14=-268/1597, 22-24=-483/1024,1-24=-157/1323,2-24=-1769/484,2-22=-709/2511,11-15=-274/1571,8-17=-597/198,7-17=-401/178, 9-17=-158/791,9-15=-1229/318 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-2-12 to4-6-12, Interior(1)4-6-12 to20-7-0,Exterior(2)20-7-0 to26-11-1, Interior(1)26-11-1 to39-9-0,Exterior(2)39-9-0 to43-1-4 zone;C-C formembers and forces&MWFRS forreactionsshown;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding208 lbupliftatjoint25and222lbupliftat joint13. 8)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 Clay lot29 T10 1 11904350-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:29 Page: 1 ID:iN0YLCIfO0?dI_yJGOV87Tywpag-F6TIAgo56xBDIWUc3XxjCJ2txLfjNdrn2fxnDlyVrWq DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 5x6 =6x6 3x4 3x6 =3x4 3x4 =3x6 =3x5 =5x6 =3x6 =5x8 1.5x4 =8x8 =5x6 5x8 3x6 775.00lb 17 16 15 14 13 12 11 10 9 1 18 2 19 3 4 20 823 5 21 6 22 7 T3 B1 B3B2 6-10-0 34-3-0 6-10-0 27-5-0 6-10-15 6-10-15 6-9-3 20-7-0 6-10-15 13-9-13 2-5-0 36-8-0 2-3-4 36-8-0 6-7-7 20-5-4 6-10-15 13-9-13 6-10-15 6-10-15 6-11-12 34-4-12 6-11-12 27-5-0 Scale =1:62.5 Plate Offsets(X,Y):[5:0-3-0,0-2-0], [7:0-6-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.89 Vert(LL)-0.1115-16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(TL)-0.3115-16 >999 180 TCDL 10.0 RepStress Incr NO WB 0.80 Horiz(TL)0.08 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:224 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T4:2x6SPFNo.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud,W12:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-9-13ocbracing. WEBS 1Rowatmidpt 4-13,5-11,6-11,7-11,7-10,8-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=2153/0-6-0,(min.0-3-8),17=1328/0-6-0,(min.0-2-5) MaxHoriz17=390(LC16) MaxUplift9=-350(LC13),17=-185(LC16) Max Grav9=2217(LC37),17=1481(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-18=-2368/265,2-18=-2230/285,2-19=-2083/264,3-19=-1985/277,3-4=-1871/297,4-20=-1488/267,5-20=-1356/300, 5-21=-980/251,6-21=-980/251,6-22=-980/251,7-22=-980/251,7-23=-256/73,8-23=-639/160,1-17=-1412/221, 8-9=-2192/494 BOTCHORD 16-17=-443/311,15-16=-566/2057,14-15=-407/1776,13-14=-407/1776,12-13=-267/1203,11-12=-267/1203, 10-11=-65/326 WEBS 2-15=-359/185,4-15=-18/411,4-13=-890/280,5-13=-131/806,5-11=-658/186,6-11=-688/228,7-11=-252/1246, 7-10=-1363/353,1-16=-133/1858,8-10=-272/1465 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-9-12, Interior(1)3-9-12 to20-7-0,Exterior(2)20-7-0 to25-9-4, Interior(1)25-9-4 to34-3-0,Exterior(2)34-3-0 to36-5-4 zone;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding185 lbupliftatjoint17and350lbupliftat joint9. 8)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)775 lbdownand202lbupat36-0-0on topchord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-7=-61,7-8=-51,9-17=-20 ConcentratedLoads(lb) Vert:23=-775 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T11 8 11904350-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:30 Page: 1 ID:Nz8dLF1APYgD7oyhS1u4IWywpKD-F6TIAgo56xBDIWUc3XxjCJ2sDLfKNfZn2fxnDlyVrWq DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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. Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T11 8 11904350-12T PiggybackBase Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:30 Page: 2 ID:Nz8dLF1APYgD7oyhS1u4IWywpKD-F6TIAgo56xBDIWUc3XxjCJ2sDLfKNfZn2fxnDlyVrWq DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x6 =4x10 4x8 3x4 3x4 =6x10 4x8 2x4 3x6 =8x8 2x4 2x4 =4x4 5x10 =3x6 =5x8 1.5x4 =5x6 =4x6 4x6 2x4 22 21 20 16 15 14 13 12 11 1 19 18 17 2 3 23 4 5 6 24 10 7 25 8 26 9 T3 B1 B5 B6 B3 1-1-4 2-4-4 1-3-01-3-0 5-7-420-7-0 6-10-034-3-06-10-027-5-06-3-128-8-0 6-3-1214-11-12 2-5-036-8-0 1-3-01-3-0 1-3-02-6-0 2-3-436-8-02-3-1222-9-0 4-8-027-5-05-7-420-5-46-2-08-8-0 6-2-014-10-0 6-11-1234-4-12 Scale =1:64.2 Plate Offsets(X,Y):[7:0-7-4,0-2-8], [9:0-3-0,0-2-0], [17:0-2-4,0-3-12], [19:0-4-4,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.79 Vert(LL)0.1718-19 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.94 Vert(TL)-0.3917-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.95 Horiz(TL)0.23 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:239 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud,B3:2x6SPF No.2 WEBS 2x4SPF No.2*Except*W6,W7,W10,W1,W5,W3,W4,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-3-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-2-0ocbracing. WEBS 1Rowatmidpt 7-15,7-13,8-13,9-13,9-12,10-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1390/0-6-0,(min.0-2-5),22=1322/0-6-0,(min.0-2-5) MaxHoriz22=391(LC16) MaxUplift11=-189(LC13),22=-183(LC16) Max Grav11=1492(LC37),22=1479(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1245/151,2-3=-3575/900,3-23=-3628/986,4-23=-3590/1013,4-5=-2248/328,5-6=-2029/358,6-24=-2244/456, 7-24=-2225/487,7-25=-967/246,8-25=-967/246,8-26=-967/246,9-26=-967/246,9-10=-307/83,1-22=-1395/179, 10-11=-1486/305 BOTCHORD 21-22=-402/202,20-21=-127/313,18-19=-672/2596,17-18=-672/2595,6-17=-557/243,14-15=-264/1190, 13-14=-264/1190,12-13=-59/307 WEBS 4-19=-599/850,4-18=0/353,4-17=-822/290,15-17=-240/1095,7-17=-424/1474,7-13=-660/186,8-13=-695/230, 9-13=-257/1258,9-12=-1260/325,10-12=-252/1385,2-19=-705/2204,2-21=-1640/501,19-21=-526/1064, 1-21=-127/1233 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-9-12, Interior(1)3-9-12 to20-7-0,Exterior(2)20-7-0 to25-9-4, Interior(1)25-9-4 to34-3-0,Exterior(2)34-3-0 to36-6-4 zone;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding183 lbupliftatjoint22and189lbupliftat joint11. 8)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 Clay lot29 T12 4 11904350-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:30 Page: 1 ID:KzQxApIPvVmTbnvhYtlTWSywpIb-jJ1gN0pjsFJ4wg3odESykWb2WkxC63UwHJhKlByVrWp DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 3x4 4x6 =4x10 4x8 3x4 3x4 =6x10 4x8 2x4 3x6 =8x8 2x4 2x4 =4x4 5x10 =3x6 =5x8 1.5x4 =5x6 =4x6 4x6 3x4 22 21 20 16 15 14 13 12 11 1 19 18 17 2 3 23 4 5 6 24 10 7 25 8 26 9 T3 B1 B5 B6 B3 1-1-4 2-4-4 1-3-0 1-3-0 5-7-4 20-7-0 6-10-0 34-3-0 6-10-0 27-5-0 6-3-12 8-8-0 6-3-12 14-11-12 1-5-0 35-8-0 1-3-0 1-3-0 1-3-0 2-6-0 1-3-4 35-8-0 1-3-12 21-9-0 5-7-4 20-5-4 5-8-0 27-5-0 6-2-0 8-8-0 6-2-0 14-10-0 6-11-12 34-4-12 Scale =1:62.7 Plate Offsets(X,Y):[7:0-7-4,0-2-8], [9:0-3-0,0-2-0], [17:0-2-4,0-3-12], [19:0-4-4,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.79 Vert(LL)0.1718-19 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.92 Vert(TL)-0.3817-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.92 Horiz(TL)0.22 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:237 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2:2x4SPFStud,B3:2x6SPF No.2 WEBS 2x4SPF No.2*Except*W6,W7,W10,W1,W5,W3,W4,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-2-0ocbracing. WEBS 1Rowatmidpt 7-15,7-13,8-13,9-13,9-12,10-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1358/0-6-0,(min.0-2-5),22=1284/0-6-0,(min.0-2-4) MaxHoriz22=403(LC16) MaxUplift11=-209(LC13),22=-176(LC16) Max Grav11=1484(LC37),22=1443(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1214/145,2-3=-3485/895,3-23=-3539/980,4-23=-3501/1007,4-5=-2166/294,5-6=-1947/324,6-24=-2162/424, 7-24=-2036/452,7-25=-866/207,8-25=-866/207,8-26=-866/207,9-26=-866/207,1-22=-1361/172,10-11=-1435/251 BOTCHORD 21-22=-413/208,20-21=-128/305,18-19=-671/2520,17-18=-671/2519,6-17=-557/243,14-15=-256/1116, 13-14=-256/1116 WEBS 4-19=-608/845,4-18=0/352,4-17=-818/292,15-17=-234/1025,7-17=-425/1459,7-13=-699/194,8-13=-696/229, 9-13=-275/1317,9-12=-1377/355,10-12=-242/1411,2-19=-705/2149,2-21=-1598/502,19-21=-533/1037, 1-21=-120/1202 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C- CExterior(2)0-1-12 to3-8-9, Interior(1)3-8-9to20-7-0,Exterior(2)20-7-0 to25-7-8, Interior(1)25-7-8 to34-3-0,Exterior(2)34-3-0 to35-6-4 zone;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding176 lbupliftatjoint22and209lbupliftat joint11. 8)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 Clay lot29 T13 3 11904350-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:31 Page: 1 ID:E__ZqxptwP_yZlofkZUEyJywpFL-BVb2bMqLdZSxYqe?Ay_BHk7DG8HkrWB4VzQuHdyVrWo DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 MT18HS3x10 4x4 2x4 =6x6 =4x10 2x4 =5x6 =3x8 2x4 =5x6 2x4 =3x8 =4x6 2x4 =3x8 2x4 =5x12 =4x8 3x6 110.00 lb/ft 20 41 4219 43 44 1817 45 1615 46 47 1448 49 5013 51 52 12 1 2 3 25 5 29 30 6 3132 337 834 35 936 37 3810 39 40 112827264 T2 T3 B1 B3B2 1-2-12 -1-2-12 4-11-1 24-2-5 4-11-1 14-4-3 4-11-1 19-3-4 4-11-1 29-1-7 4-11-1 9-5-1 4-6-0 4-6-0 5-2-9 34-4-0 4-4-4 4-4-4 4-11-1 24-2-5 4-11-1 14-4-3 4-11-1 19-3-4 4-11-1 29-1-7 5-0-13 9-5-1 5-2-9 34-4-0 Scale=1:60.9 PlateOffsets(X,Y):[2:0-6-2,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.24 Vert(LL)0.2915-17 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)-0.5015-17 >827 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.90 Horiz(TL)0.08 12 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:432 lbFT=20% LUMBER TOP CHORD 2x6SP2400F2.0E BOT CHORD 2x6SP2400F2.0E WEBS 2x4SPFStud SLIDER Left2x4SPFStud--1-6-0 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=2224/0-4-0,(min.0-1-8),12=1876/0-6-0,(min.0-1-8) Max Horiz2=91(LC12) Max Uplift2=-1024(LC8),12=-866(LC8) Max Grav2=2342(LC2),12=2077(LC31) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-2262/985,3-25=-3884/1702,4-25=-3815/1691,4-26=-6258/2698,26-27=-6258/2698,27-28=-6258/2698, 5-28=-6261/2699,5-29=-6258/2697,29-30=-6258/2697,6-30=-6258/2697,6-31=-7454/3193,31-32=-7454/3193, 32-33=-7454/3193,7-33=-7454/3193,7-8=-7454/3193,8-34=-7454/3193,34-35=-7454/3193,9-35=-7454/3193, 9-36=-3882/1632,36-37=-3882/1632,37-38=-3882/1632,10-38=-3882/1632,10-39=-3882/1632,39-40=-3882/1632, 11-40=-3882/1632,11-12=-1976/841 BOTCHORD 2-20=-1556/3476,20-41=-1559/3480,41-42=-1559/3480,19-42=-1559/3480,19-43=-3199/7469,43-44=-3199/7469, 18-44=-3199/7469,17-18=-3199/7469,17-45=-3199/7469,16-45=-3199/7469,15-16=-3199/7469,15-46=-2676/6305, 46-47=-2676/6305,14-47=-2676/6305,14-48=-2676/6305,48-49=-2676/6305,49-50=-2676/6305,13-50=-2676/6305 WEBS 4-19=-1264/3084,5-19=-558/284,6-19=-1340/555,6-17=-1/270,7-15=-397/235,9-15=-572/1280,9-14=-12/281, 9-13=-2680/1155,10-13=-475/252,11-13=-1760/4185 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc. 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;end vertical leftexposed;porch 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. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 T14 1 21904350-12T HalfHip Girder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct0710:29:35 Page: 1 ID:VEuW5ab8m4yJ85OsCscAGpywpBl-BVb2bMqLdZSxYqe?Ay_BHk7Mt8RkrWW4VzQuHdyVrWo Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 withstanding866 lbupliftat joint12and1024 lbupliftat joint2. 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)180 lbdownand186 lbupat4-6-0,66 lbdownand77lbupat6-6-12,66 lbdownand77 lbupat8-6-12,66 lbdownand77 lbupat10-6-12,66 lbdownand77 lbupat12-6-12,66 lbdownand77 lbupat14-6-12,66 lbdownand77 lbupat 16-6-12,66 lbdownand77 lbupat18-6-12,66 lbdownand77 lbupat20-6-12,66lbdownand77lbupat22-6-12,66 lbdownand77 lbupat24-6-12,66 lbdownand77 lbupat26-6-12,66 lbdownand77 lbupat28-6-12,and66 lbdownand77 lbupat30-6-12,and66lbdownand77 lbupat32-6-12on top chord,and133lbdownand86 lbupat4-6-0,37 lbdownat6-6-12,37 lbdownat8-6-12,37 lbdownat10-6-12,37 lbdownat12-6-12,37lbdownat14-6-12,37 lbdownat16-6-12,37 lbdownat 18-6-12,37 lbdownat20-6-12,37lbdownat22-6-12,37 lbdownat24-6-12,37 lbdownat26-6-12,37 lbdownat28-6-12,and37 lbdownat30-6-12,and37 lbdownat 32-6-12onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-25=-161,4-25=-51,4-11=-61,12-21=-20 ConcentratedLoads(lb) Vert:4=-125,8=-35,20=-120,6=-35,17=-22,16=-22,27=-35,28=-35,29=-35,30=-35,31=-35,33=-35,35=-35,36=-35,37=-35,38=-35,39=-35,40=-35, 41=-22,42=-22,43=-22,44=-22,45=-22,46=-22,47=-22,48=-22,49=-22,50=-22,51=-22,52=-22 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T14 1 21904350-12T HalfHipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:35 Page: 2 ID:VEuW5ab8m4yJ85OsCscAGpywpBl-BVb2bMqLdZSxYqe?Ay_BHk7Mt8RkrWW4VzQuHdyVrWo DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 5x10 4x6 2x4 =6x8 =3x10 =3x4 =6x6 2x4 =3x8 =4x6 =5x6 =3x4 =3x8 =3x8 =4x10 =4x8 3x8 110.00 lb/ft 18 17 16 15 1413 12 11 1 2 3 23 2425 5 6 28 729 8 9 30 1027264 T2 T2 B1 B3B2 1-2-12 -1-2-12 5-5-1 11-11-1 5-6-13 28-7-7 5-6-13 17-5-14 5-6-13 23-0-10 5-8-9 34-4-0 6-6-0 6-6-0 5-6-13 28-7-7 5-6-13 17-5-14 5-6-13 23-0-10 5-6-13 11-11-1 5-8-9 34-4-0 6-4-4 6-4-4 Scale =1:60.9 Plate Offsets(X,Y):[2:0-5-2,0-0-4], [9:0-3-8,0-1-8], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [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 PlateGripDOL 1.15 TC 0.62 Vert(LL)0.29 15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(TL)-0.56 15 >726 180 TCDL 10.0 RepStress Incr NO WB 0.72 Horiz(TL)0.08 11 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:200 lbFT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W2:2x4SPFNo.2 SLIDER Left2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-2-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-11-9ocbracing. WEBS 1Rowatmidpt 10-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1668/0-4-0,(min.0-1-8),11=1385/0-6-0,(min.0-1-8) MaxHoriz2=125(LC16) MaxUplift2=-713(LC12),11=-621(LC12) Max Grav2=1726(LC35),11=1720(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1443/785,3-23=-2918/1688,23-24=-2889/1672,24-25=-2862/1658,4-25=-2840/1661,4-26=-4183/2255, 26-27=-4183/2255,5-27=-4185/2254,5-6=-4559/2415,6-28=-4559/2415,7-28=-4559/2415,7-29=-4559/2415, 8-29=-4559/2415,8-9=-4052/2113,9-30=-2582/1327,10-30=-2582/1327,10-11=-1654/820 BOTCHORD 2-18=-1571/2600,17-18=-1566/2603,16-17=-2254/4183,15-16=-2254/4183,14-15=-2113/4052,13-14=-2113/4052, 12-13=-1327/2582 WEBS 4-17=-838/1836,10-12=-1506/2930,5-17=-769/262,5-15=-185/432,6-15=-418/156,8-15=-347/583,8-13=-714/301, 9-13=-908/1691,9-12=-1346/591 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 to2-2-7, Interior(1)2-2-7 to6-6-0,Exterior(2)6-6-0 to11-4-4, Interior(1)11-4-4 to34-2-4 zone;end verticalleftexposed;porch leftandright exposed;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding621 lbupliftatjoint11and713lbupliftat joint2. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-25=-161,4-25=-51,4-10=-61,11-19=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T15 1 11904350-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:36 Page: 1 ID:51njXS3eiIZiBVzd73grXgywntD-YTOxe4tUS54EebWyzVZM_nr7f95FWqYpfF8fzryVrWj DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 4x6 5x6 =6x6 3x4 =3x4 =6x6 =4x4 =3x4 =4x6 =MT18HS3x10 1.5x4 =4x10 =3x8 =3x8 =6x6 =4x8 4x6 110.00 lb/ft 18 17 16 15 14 13 12 11 10 1 2 1920 21 3 5 6 7 8 24 923224 T2 T3 B1 B1B2 0-1-12 0-1-12 1-2-12 -1-2-12 4-1-4 4-3-0 4-3-0 8-6-0 6-3-12 14-9-12 6-5-8 27-8-12 6-5-8 21-3-4 6-7-4 34-4-0 4-1-4 8-4-4 4-3-0 4-3-0 6-5-8 14-9-12 6-5-8 27-8-12 6-5-8 21-3-4 6-7-4 34-4-0 Scale =1:60.9 Plate Offsets(X,Y):[2:0-2-12,0-2-4], [8:0-3-8,0-1-8], [10:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)0.2912-15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(TL)-0.5612-15 >728 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.83 Horiz(TL)0.12 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:149 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-3-4ocbracing. WEBS 1Rowatmidpt 9-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1374/0-6-0,(min.0-2-11),18=1640/0-4-0,(min.0-2-11) MaxHoriz18=147(LC16) MaxUplift10=-616(LC12),18=-689(LC12) Max Grav10=1727(LC35),18=1710(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-19=-2468/1550,19-20=-2362/1496,20-21=-2342/1483,3-21=-2331/1491,3-4=-2597/1535,4-22=-3427/1861, 22-23=-3428/1860,5-23=-3429/1860,5-6=-3343/1748,6-7=-3343/1748,7-8=-3343/1748,8-24=-2252/1156, 9-24=-2252/1156,9-10=-1665/816,2-18=-1651/1078 BOTCHORD 17-18=-357/287,16-17=-1489/2181,15-16=-1444/2394,14-15=-1859/3427,13-14=-1859/3427,12-13=-1859/3427, 11-12=-1156/2252 WEBS 3-16=-217/250,4-15=-529/1241,9-11=-1354/2638,5-15=-560/178,6-12=-522/179,8-12=-703/1297,8-11=-1295/550, 3-17=-326/138,2-17=-1153/1940 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 to2-2-7, Interior(1)2-2-7 to8-6-0,Exterior(2)8-6-0 to13-4-4, Interior(1)13-4-4 to34-2-4 zone;endvertical leftexposed;porch leftandright exposed;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)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding616 lbupliftatjoint10and689lbupliftat joint18. 10)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-20=-161,4-20=-51,4-9=-61,10-18=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T16 1 11904350-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:39 Page: 1 ID:RbqB3YuIzbiExfO6SfpAgcywnn?-y134G5wMl0SoV3FXed73cQSY7N?pjAaFLDMJZAyVrWg DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 =12x12 =6x6 3x4 =3x4 =6x6 =3x6 =5x8 =3x4 =3x4 =6x10 1.5x4 =4x8 4x6 110.00 lb/ft 15 14 13 12 11 10 9 1 2 1617 3 18 5 6 7 20 8194 T2 T3 B1 B1B2 0-1-12 0-1-12 1-2-12 -1-2-12 5-1-4 5-3-0 5-3-0 10-6-0 7-10-3 26-2-5 7-10-3 18-4-3 8-1-11 34-4-0 5-1-4 10-4-4 5-3-0 5-3-0 7-10-3 26-2-5 7-11-15 18-4-3 8-1-11 34-4-0 Scale =1:60.9 Plate Offsets(X,Y):[9:Edge,0-3-8], [11:0-3-8,0-3-4], [15:Edge,0-9-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.96 Vert(LL)0.2811-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.91 Vert(TL)-0.4811-13 >858 180 TCDL 10.0 RepStress Incr NO WB 0.78 Horiz(TL)0.11 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:149 lbFT = 20% LUMBER TOPCHORD 2x4SPF2100F1.8E*Except*T1:2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6,W8:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-6-9ocbracing. WEBS 1Rowatmidpt 8-9,8-10,5-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1368/0-6-0,(min.0-2-11),15=1626/0-4-0,(min.0-2-11) MaxHoriz15=181(LC16) MaxUplift9=-613(LC12),15=-669(LC12) Max Grav9=1696(LC35),15=1710(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-16=-2479/1573,16-17=-2330/1516,3-17=-2316/1518,3-18=-2407/1446,4-18=-2402/1470,4-19=-2879/1590, 5-19=-2882/1589,5-6=-2167/1150,6-7=-2167/1150,7-20=-2167/1150,8-20=-2167/1150,8-9=-1622/805, 2-15=-1647/1057 BOTCHORD 14-15=-434/375,13-14=-1529/2151,12-13=-1388/2208,11-12=-1388/2208,10-11=-1590/2875 WEBS 8-10=-1331/2508,4-13=-265/329,4-11=-270/796,5-11=-270/133,5-10=-840/521,7-10=-714/244,2-14=-1109/1816, 3-13=-355/164 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 to2-2-7, Interior(1)2-2-7 to10-6-0,Exterior(2)10-6-0 to15-4-4, Interior(1)15-4-4 to34-2-4 zone;end vertical leftexposed;porchleftandright exposed;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding613 lbupliftatjoint9and669 lbupliftat joint15. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-17=-161,4-17=-51,4-8=-61,9-15=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T17 1 11904350-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:39 Page: 1 ID:tLkkE4ZUEIDV60Wq5Lpmowywnkq-y134G5wMl0SoV3FXed73cQSZcN0ljAMFLDMJZAyVrWg DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 =12x12 =6x6 3x4 =3x4 =6x6 =3x5 =3x4 =3x4 =3x4 =3x5 =5x12 1.5x4 =5x6 4x6 16 15 14 13 12 11 10 9 1 17 2 18 19 3 20 5 6 7 23 822214 T2 T3 B1 B1B2 0-1-12 0-1-12 1-2-12 -1-2-12 6-1-4 6-3-0 6-3-0 12-6-0 7-1-9 19-7-9 7-3-5 26-10-15 7-5-1 34-4-0 6-1-4 12-4-4 6-3-0 6-3-0 7-3-5 19-7-9 7-3-5 26-10-15 7-5-1 34-4-0 Scale =1:60.9 Plate Offsets(X,Y):[9:Edge,0-3-8], [16:Edge,0-9-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)0.2211-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.68 Vert(TL)-0.3811-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.87 Horiz(TL)0.09 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:155 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-9-10ocbracing. WEBS 1Rowatmidpt 8-9,8-10,4-11,5-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1351/0-6-0,(min.0-2-9),16=1345/0-4-0,(min.0-2-5) MaxHoriz16=215(LC16) MaxUplift9=-605(LC12),16=-530(LC12) Max Grav9=1650(LC35),16=1484(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-18=-2334/1431,18-19=-2263/1442,3-19=-2207/1457,3-20=-2138/1312,4-20=-2076/1338,4-21=-2309/1325, 21-22=-2310/1325,5-22=-2311/1325,5-6=-1674/916,6-7=-1674/916,7-23=-1674/916,8-23=-1674/916,8-9=-1583/813, 2-16=-1417/845 BOTCHORD 15-16=-364/323,14-15=-1478/2089,13-14=-1272/1949,12-13=-1272/1949,11-12=-1272/1949,10-11=-1324/2309 WEBS 4-14=-290/381,8-10=-1156/2109,4-11=-155/466,5-10=-813/522,7-10=-658/225,3-14=-499/228,2-15=-1124/1839 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 to2-2-7, Interior(1)2-2-7 to12-6-0,Exterior(2)12-6-0 to17-4-4, Interior(1)17-4-4 to34-2-4 zone;end vertical leftexposed;porchleftandright exposed;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding605 lbupliftatjoint9and530 lbupliftat joint16. 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 Clay lot29 T18 1 11904350-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:39 Page: 1 ID:yCx5e80CfMgrL3zfwmR8_Wywnhg-y134G5wMl0SoV3FXed73cQSYzN4Lj9xFLDMJZAyVrWg DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 =12x12 =6x6 3x4 3x6 =3x4 =6x6 =3x4 =3x5 =3x4 =3x4 =6x8 1.5x4 =3x5 =5x6 3x6 17 16 15 14 13 12 11 10 1 2 18 19 3 4 6 7 8 22 921205 T3 T4 B1 B1B2 0-1-12 0-1-12 1-2-12 -1-2-12 6-5-9 20-11-9 6-7-5 27-6-15 7-1-4 7-3-0 7-3-0 14-6-0 6-9-1 34-4-0 6-7-5 20-11-9 6-7-5 27-6-15 6-9-1 34-4-0 7-1-4 14-4-4 7-3-0 7-3-0 Scale =1:60.9 Plate Offsets(X,Y):[17:Edge,0-9-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.88 Vert(LL)0.1915-16 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.63 Vert(TL)-0.3215-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.77 Horiz(TL)0.08 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:162 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6,W4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-9-2ocbracing. WEBS 1Rowatmidpt 9-10,9-11,2-16,5-12,6-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1344/0-6-0,(min.0-2-8),17=1333/0-4-0,(min.0-2-5) MaxHoriz17=249(LC16) MaxUplift10=-600(LC12),17=-512(LC12) Max Grav10=1607(LC35),17=1485(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-18=-2436/1417,18-19=-2388/1423,3-19=-2283/1446,3-4=-1942/1213,4-5=-1869/1234,5-20=-1881/1128, 20-21=-1883/1128,6-21=-1883/1128,6-7=-1316/749,7-8=-1316/749,8-22=-1316/749,9-22=-1316/749,9-10=-1547/828, 2-17=-1412/825 BOTCHORD 16-17=-431/408,15-16=-1486/2163,14-15=-1179/1729,13-14=-1179/1729,12-13=-1179/1729,11-12=-1127/1881 WEBS 9-11=-1050/1843,5-15=-341/463,3-15=-686/339,2-16=-1062/1777,5-12=-261/241,6-12=-222/315,6-11=-801/537, 7-11=-600/206 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 to2-2-7, Interior(1)2-2-7 to14-6-0,Exterior(2)14-6-0 to19-4-4, Interior(1)19-4-4 to34-2-4 zone;end vertical leftexposed;porchleftandright exposed;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)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding600 lbupliftatjoint10and512lbupliftat joint17. 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 Clay lot29 T19 1 11904350-12T HalfHip Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:40 Page: 1 ID:dsIm?JB2pAu4UztI6eguQzywng9-QEdSURx_WKaf7DqjCLeJ8d?lbmRNSdmOat6s6cyVrWf DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 2x4 3x5 =4x8 5x6 3x4 10x10 =6x6 =6x6 =3x10 1.5x4 =3x10 2x4 =6x12 3x4 1.5x4 =6x6 =3x8 19 18 17 11 28 10 1 20 2 15 25 14 26 13 27 1216 3 4 6 22 7 23 8 249215 T2 B1 B1 B3 0-1-12 0-1-12 1-1-4 1-3-0 1-1-4 2-4-4 1-2-12 -1-2-12 2-4-12 4-9-0 2-4-4 19-0-0 3-11-0 12-7-0 3-11-0 8-8-0 4-0-12 16-7-12 1-3-0 2-6-0 1-3-0 1-3-0 2-1-4 4-7-4 2-6-0 19-0-0 3-11-0 12-7-0 4-0-12 8-8-0 3-11-0 16-6-0 Scale=1:36.3 PlateOffsets(X,Y):[4:0-1-12,0-2-8], [12:0-4-12,0-2-4], [15:0-3-0,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.64 Vert(LL)0.2113-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.72 Vert(TL)-0.4113-14 >548 180 TCDL 10.0 RepStress Incr NO WB 0.84 Horiz(TL)0.22 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:99 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2*Except*B3:2x6SP2400F2.0E,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W4:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-6-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1198/0-6-0,(min.0-2-1),19=1170/0-6-0,(min.0-2-0) Max Horiz19=120(LC11) Max Uplift10=-399(LC9),19=-396(LC8) Max Grav10=1312(LC31),19=1257(LC32) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-19=-1188/383,2-3=-1015/320,3-4=-3656/1315,4-5=-3185/1140,5-21=-3788/1264,6-21=-3790/1264, 6-22=-3787/1263,7-22=-3787/1263,7-23=-1737/542,8-23=-1737/542,8-24=-1627/509,9-24=-1627/509, 9-10=-1229/425 BOTCHORD 17-18=-131/350,4-16=-191/463,15-16=-1329/3506,15-25=-1107/2938,14-25=-1107/2938,14-26=-1171/3530, 13-26=-1171/3530,13-27=-1171/3530,12-27=-1171/3530,8-12=-328/174 WEBS 9-12=-635/1957,5-15=-146/482,4-15=-631/218,5-14=-236/915,7-12=-1914/629,6-14=-431/186,7-14=-145/310, 7-13=0/251,16-18=-302/667,2-18=-302/1031,3-18=-1226/464,3-16=-930/2516 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=20.4psf(flatroof snow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than 0.500/12 inaccordancewith IBC1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding396 lbupliftat joint19and399lbupliftat 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)204 lbdownand170 lbupat4-9-0,72lbdownand65 lbupat6-9-12,72 lbdownand65 lbupat8-9-12,72 lbdownand65 lbupat10-9-12,72lbdownand65 lbupat12-9-12,72 lbdownand65 lbupat14-9-12,and80lbdownand84lbupat 16-9-12,and88 lbdownand81 lbupat18-5-4on top chord,and126 lbdownand103 lbupat4-9-0,40 lbdownand28lbupat6-9-12,40 lbdownand28 lbupat8-9-12, 40 lbdownand28lbupat10-9-12,40 lbdownand28 lbupat12-9-12,40 lbdownand28lbupat14-9-12,and45 lbdownat16-7-12,and57 lbdownat18-5-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 T20 1 11904350-12T Jack-ClosedGirder Job Reference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc.MonOct0710:29:40 Page: 1 ID:aDDDfxTbJEiGf0qcgqZCaqywndC-QEdSURx_WKaf7DqjCLeJ8d?pLmPyScgOat6s6cyVrWf Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Vert:1-2=-51,2-5=-51,5-9=-61,17-19=-20,12-16=-20,10-11=-20 ConcentratedLoads(lb) Vert:5=-152,12=-29,8=-48,15=-117,14=-36,7=-41,6=-41,13=-36,21=-41,22=-41,23=-41,24=-66,25=-36,26=-36,27=-36,28=-35 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T20 1 11904350-12T Jack-ClosedGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:40 Page: 2 ID:aDDDfxTbJEiGf0qcgqZCaqywndC-QEdSURx_WKaf7DqjCLeJ8d?pLmPyScgOat6s6cyVrWf DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 3x4 =3x8 4x4 1.5x4 3x4 =4x10 1.5x4 =5x12 1.5x4 =3x10 =3x4 1.5x4 =6x8 =4x4 =3x4 10 917 16 15 1 2 14 13 12 11 3 18 4 6 21 7 820195 T2 B1 B3 B1 0-1-12 0-1-12 1-1-4 1-3-0 1-1-4 2-4-4 1-2-12 -1-2-12 2-4-4 19-0-0 4-3-4 6-7-8 4-11-4 11-6-12 5-1-0 16-7-12 1-3-0 2-6-0 1-3-0 1-3-0 2-6-0 19-0-0 3-11-12 6-5-12 4-11-4 16-6-0 5-1-0 11-6-12 Scale =1:36.3 Plate Offsets(X,Y):[5:0-6-0,0-1-5], [11:0-5-12,0-4-0], [14:0-3-8,0-2-0] 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)-0.0812-13 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.43 Vert(TL)-0.1812-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.54 Horiz(TL)0.12 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:87 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=742/0-6-0,(min.0-1-8),17=775/0-6-0,(min.0-1-8) MaxHoriz17=155(LC15) MaxUplift9=-155(LC13),17=-138(LC12) Max Grav9=912(LC35),17=875(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-17=-834/213,2-3=-628/113,3-18=-1879/546,4-18=-1860/551,4-5=-2048/666,5-19=-1717/292,19-20=-1717/292, 6-20=-1719/292,6-21=-1717/291,7-21=-1717/291,7-8=-843/154,8-9=-875/173 BOTCHORD 4-14=-263/130,13-14=-385/1432,12-13=-388/1425,11-12=-206/899,7-11=-721/186 WEBS 5-14=-381/800,8-11=-230/1172,3-14=-426/1250,3-16=-733/242,14-16=-247/460,2-16=-75/633,6-12=-472/159, 5-12=-96/326,7-12=-157/906 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 to1-9-4, Interior(1)1-9-4 to6-7-8,Exterior(2)6-7-8 to10-10-7, Interior(1)10-10-7 to18-10-4 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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding138 lbupliftatjoint17and155lbupliftat joint9. 9)This truss isdesigned inaccordance with the2012International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T21 1 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:41 Page: 1 ID:gu?smRXIkzaMWugE?TbXKAywnZF-uQBqhnxcHdiWlMPwm29YhrY0hApjB8bYoXrQe2yVrWe DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 3x4 =3x8 3x5 1.5x4 2x4 =5x8 4x6 =3x4 =6x6 =3x8 1.5x4 =3x4 1.5x4 =6x8 =3x4 =4x4 18 17 16 11 10 1 2 15 14 13 12 3 19 4 20 5 721 22 8 96 T2 B1 B1 B3 0-1-12 0-1-12 1-1-4 1-3-0 1-1-4 2-4-4 1-2-12 -1-2-12 3-0-12 8-7-8 3-2-8 5-6-12 3-11-4 12-6-12 4-1-0 16-7-12 2-4-4 19-0-0 1-3-0 2-6-0 1-3-0 1-3-0 2-6-0 19-0-0 4-1-0 12-6-12 3-11-4 16-6-0 5-11-12 8-5-12 Scale =1:36.3 Plate Offsets(X,Y):[12:0-5-8,0-4-0], [15:0-2-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)-0.0614-15 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.48 Vert(TL)-0.2014-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.55 Horiz(TL)0.10 10 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:94 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:17-18 8-4-3ocbracing:14-15. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=734/0-6-0,(min.0-1-8),18=763/0-6-0,(min.0-1-8) MaxHoriz18=191(LC15) MaxUplift10=-151(LC13),18=-131(LC16) Max Grav10=868(LC35),18=941(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-18=-893/206,2-3=-674/93,3-19=-1996/514,4-19=-1968/517,4-20=-2170/556,5-20=-2087/566,5-6=-1214/249, 6-7=-1102/210,7-21=-1099/208,21-22=-1099/208,8-22=-1099/208,8-9=-570/119,9-10=-835/189 BOTCHORD 14-15=-498/1419,13-14=-333/1078,12-13=-176/595,8-12=-681/188 WEBS 9-12=-215/953,6-14=-45/399,8-13=-140/646,7-13=-384/129,5-14=-490/197,5-15=-226/669,15-17=-309/602, 2-17=-61/685,3-17=-866/274,3-15=-388/1271 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 to1-9-4, Interior(1)1-9-4 to8-7-8,Exterior(2)8-7-8 to12-10-7, Interior(1)12-10-7 to18-10-4 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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding131 lbupliftatjoint18and151lbupliftat 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 Clay lot29 T22 1 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:42 Page: 1 ID:aqTn8JE6l_DVJPN8Cs6M?iywnX3-NclDu7yE2xqNMWz6KlgnD24Ewa8Bwbhh1BbzAVyVrWd DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 3x4 =3x8 4x4 1.5x4 3x4 =6x8 4x8 1.5x4 =3x4 =6x6 =6x8 3x4 1.5x4 =3x4 =4x4 17 16 15 10 9 1 2 14 13 12 11 3 18 4 5 19 7 82221206 T2 B1 B3 B1 0-1-12 0-1-12 1-1-4 1-3-0 1-1-4 2-4-4 1-2-12 -1-2-12 4-0-12 10-7-8 4-2-8 6-6-12 2-4-4 19-0-0 6-0-4 16-7-12 1-3-0 2-6-0 1-3-0 1-3-0 2-6-0 19-0-0 3-11-0 10-5-12 4-0-12 6-6-12 6-0-4 16-6-0 Scale = 1:38.7 Plate Offsets(X,Y):[11:0-2-4,0-2-8], [14:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)-0.0813-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.47 Vert(TL)-0.1813-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.69 Horiz(TL)0.12 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:96 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=724/0-6-0,(min.0-1-8),17=753/0-6-0,(min.0-1-9) Max Horiz17=227(LC13) Max Uplift9=-146(LC13),17=-144(LC16) Max Grav9=812(LC35),17=996(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-945/201,2-3=-722/93,3-18=-2155/514,4-18=-2132/516,4-5=-2347/586,5-19=-1012/168,6-19=-944/184, 6-20=-455/138,20-21=-456/137,21-22=-457/137,7-22=-458/137,7-8=-427/130,8-9=-780/193 BOT CHORD 16-17=-282/225,13-14=-458/1455,12-13=-458/1454,11-12=-298/862,7-11=-474/173 WEBS 5-14=-327/781,6-11=-625/161,8-11=-226/889,6-12=-32/480,5-12=-691/189,3-14=-408/1390,3-16=-905/283, 14-16=-340/608,2-16=-71/730 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-7-8,Exterior(2)10-7-8 to14-10-7, Interior(1)14-10-7 to18-10-4 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)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 tobearingplatecapableofwithstanding144 lbupliftatjoint17and146lbupliftat joint9. 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 Clay lot29 T23 1 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:42 Page: 1 ID:WleOidghH2lOdx73JQlpTIywnWV-NclDu7yE2xqNMWz6KlgnD24A0a8LwZWh1BbzAVyVrWd DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 1.5x4 3x4 =3x10 3x8 2x4 3x4 =6x8 4x10 1.5x4 =3x4 =6x6 =6x8 1.5x4 1.5x4 =3x5 =3x5 17 16 15 10 9 1 18 2 14 13 12 11 3 19 4 5 20 21 7 23 8226 T2 B1 B1 B3 0-1-12 0-1-12 1-1-4 1-3-0 1-1-4 2-4-4 1-2-12 -1-2-12 4-0-4 16-7-12 5-0-12 12-7-8 5-2-8 7-6-12 2-4-4 19-0-0 1-3-0 2-6-0 1-3-0 1-3-0 2-6-0 19-0-0 4-0-4 16-6-0 4-11-0 12-5-12 5-0-12 7-6-12 Scale = 1:41.3 Plate Offsets(X,Y):[11:0-2-12,0-2-8], [14:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.51 Vert(LL)-0.1013-14 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.51 Vert(TL)-0.2313-14 >972 180 TCDL 10.0 RepStress Incr YES WB 0.65 Horiz(TL)0.14 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:102 lbFT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=712/0-6-0,(min.0-1-8),17=745/0-6-0,(min.0-1-9) Max Horiz17=264(LC13) Max Uplift9=-140(LC13),17=-152(LC16) Max Grav9=745(LC2),17=1005(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-950/197,2-3=-778/99,3-19=-2330/513,4-19=-2314/515,4-5=-2585/599,5-20=-853/138,20-21=-760/149, 6-21=-760/159,6-22=-314/132,7-22=-316/131,7-23=-305/128,8-23=-305/128,8-9=-715/215 BOT CHORD 16-17=-325/257,4-14=-286/135,13-14=-436/1456,12-13=-436/1454,11-12=-259/689,7-11=-320/123 WEBS 5-14=-404/1009,6-11=-626/162,8-11=-229/735,6-12=-52/533,5-12=-872/215,3-14=-428/1506,3-16=-973/289, 14-16=-369/660,2-16=-77/773 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to12-7-8,Exterior(2)12-7-8 to16-7-12, Interior(1)16-7-12 to18-10-4 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)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 tobearingplatecapableofwithstanding152 lbupliftatjoint17and140lbupliftat joint9. 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 Clay lot29 T24 1 11904350-12T Jack-Closed Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:42 Page: 1 ID:MS3W5I9nsKnjQ5BlfqTB4kywnVt-NclDu7yE2xqNMWz6KlgnD24Ata8jwZ8h1BbzAVyVrWd DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 =10x10 3x8 5x6 5x6 =10x10 5x6 =6x8 =10x10 =8x8 =8x8 3x4 1 18 19 12 20 21 11 10 22 239 24 25 8 2 16 3 4 5 17 76 T3 B1 B2 HW1 1-2-12 -1-2-12 4-9-5 9-10-3 4-9-5 14-7-8 5-0-13 5-0-13 4-4-8 19-0-0 4-6-4 19-0-0 4-7-9 14-5-12 4-9-5 9-10-3 5-0-13 5-0-13 Scale =1:42.7 Plate Offsets(X,Y):[2:Edge,0-4-15], [5:0-1-12,0-2-0], [6:0-4-0,0-3-0], [9:0-4-12,0-5-12], [11:0-3-8,0-6-4], [12:0-5-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.56 Vert(LL)-0.1411-12 >999 240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(TL)-0.3411-12 >672 180 TCDL 10.0 RepStress Incr NO WB 0.96 Horiz(TL)0.06 8 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:449 lbFT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T1:2x6SP2400F2.0E BOTCHORD 2x8SP2400F2.0E WEBS 2x4SPFStud*Except*W7:2x6SPFNo.2,W3,W5,W6:2x4SPFNo.2 WEDGE Left:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=10534/0-6-0,(min.0-3-0),8=11416/0-6-0,(min.0-3-4) MaxHoriz2=263(LC12) MaxUplift2=-1448(LC12),8=-1578(LC12) MaxGrav2=10875(LC2),8=11727(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-16=-17977/2333,3-16=-17940/2354,3-4=-13621/1774,4-5=-13567/1791,5-17=-6867/898,6-17=-6776/908 BOTCHORD 2-18=-2322/16206,18-19=-2322/16206,12-19=-2322/16206,12-20=-2322/16206,20-21=-2322/16206, 11-21=-2322/16206,10-11=-1777/12652,10-22=-1777/12652,22-23=-1777/12652,9-23=-1777/12652,9-24=-831/6047, 24-25=-831/6047,8-25=-831/6047 WEBS 3-12=-538/4492,3-11=-4050/621,5-11=-1066/8343,5-9=-8940/1285,6-9=-1542/11701,6-8=-11067/1522 NOTES 1)3-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x8-3rows 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;end vertical leftexposed;LumberDOL=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)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1578 lbupliftat joint8and1448 lbupliftat joint2. 11)This trussisdesigned inaccordancewith the2012 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 T25 1 31904350-12T HalfHipGirder JobReference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.MonOct0710:29:43 Page: 1 ID:uLcr9Dyp4wEDzOod4PAvIsywnUq-rpJb6TztpFyE_gYItTB0mGdKq_SNfyYrGrKWjxyVrWc Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)2404 lbdownand323 lbupat2-0-12,2404 lbdownand323 lbupat 4-0-12,2404 lbdownand323 lbupat6-0-12,2404 lbdownand323 lbupat8-0-12,2404lbdownand323 lbupat10-0-12,2404 lbdownand323lbupat12-0-12,2404lb downand323 lbupat14-0-12,and2404 lbdownand323 lbupat16-0-12,and1792 lbdownand245lbupat18-0-12onbottom 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:1-6=-51,6-7=-61,8-13=-20 ConcentratedLoads(lb) Vert:11=-2345,18=-2345,19=-2345,20=-2345,21=-2345,22=-2345,23=-2345,24=-2345,25=-1757 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 T25 1 31904350-12T HalfHipGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:43 Page: 2 ID:uLcr9Dyp4wEDzOod4PAvIsywnUq-rpJb6TztpFyE_gYItTB0mGdKq_SNfyYrGrKWjxyVrWc DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 4x6 =5x6 =3x6 =3x6 =3x6 =3x6 =6x6 4x6 1 14 27 26 25 24 2322 21 20 19 18 17 16 15 393233384140213 34 37312 6 35 7 8 936 1045 11T2T3 B1 B1B3B2 0-8-6 48-7-1413-8-1047-11-914-4-1514-4-15 19-10-034-2-15 48-7-14 Scale = 1:78.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.49 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.43 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.24 Horiz(TL)0.01 15 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:162 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS Allbearings48-7-14. (lb)-Max Horiz1=-102(LC17) Max UpliftAlluplift100(lb)orlessat joint(s)1,14,16,17,19,20,21,23, 25,26except15=-145(LC17),27=-142(LC16) Max GravAllreactions250(lb)orlessat joint(s)1,14except15=651(LC 38),16=360(LC38),17=391(LC38),19=442(LC37),20=412 (LC37),21=415(LC37),23=434(LC37),25=413(LC38), 26=358(LC38),27=635(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-32=-287/219,33-41=-140/295,2-41=-136/318,3-34=-44/272,3-4=0/281,11-12=0/276,12-37=-37/272, 13-40=-131/320,38-40=-136/270 BOT CHORD 1-27=-202/260 WEBS 11-17=-299/140,10-19=-363/125,8-20=-331/119,7-21=-334/121,6-23=-354/121,4-25=-322/158,3-26=-315/250, 2-27=-454/264,12-16=-321/257,13-15=-464/267 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CCorner(3)0-0-10 to4-11-0,Exterior(2)4-11-0 to14-5-9, Corner(3)14-5-9 to19-3-15,Exterior(2)19-3-15 to34-3-9, Corner(3)34-3-9to39-1-15,Exterior(2)39-1-15 to 48-8-8 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaceswith slopes less than 0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare2x4MT20unlessotherwiseindicated. 8)Gablerequires continuousbottom chordbearing. 9)Gablestuds spacedat4-0-0oc. 10)This trusshasbeendesignedfora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,14,17,19,20,21,23,25,26,16except(jt=lb)27=141, 15=144. 12)This truss is designed inaccordance with the2012 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 V01 1 11904350-12T Valley JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:43 Page: 1 ID:K2d_s4hsraCSk9ILU8?dY1ywq39-rpJb6TztpFyE_gYItTB0mGdLw_VBf7orGrKWjxyVrWc Continuedonpage 2 DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot29 V01 1 11904350-12T Valley Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTek Industries, Inc.Mon Oct 0710:29:43 Page: 2 ID:K2d_s4hsraCSk9ILU8?dY1ywq39-rpJb6TztpFyE_gYItTB0mGdLw_VBf7orGrKWjxyVrWc DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x5 =6x6 =3x6 =3x6 =5x6 3x5 1 23 22 21 20 19 18 17 16 15 14 13 12 28 333432112 29 103 5 30 6 31 7 984 T2 B1 B1B2 0-8-6 43-10-5 13-3-1343-1-1514-0-214-0-2 15-10-029-10-2 43-10-5 Scale = 1:71.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.41 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.39 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.01 23 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:143 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS Allbearings43-10-5. (lb)-Max Horiz1=103(LC16) Max UpliftAlluplift100(lb)orlessat joint(s)1,12,14,15,17,18,19,21, 22except13=-129(LC17),23=-136(LC16) Max GravAllreactions250(lb)orlessat joint(s)1,12except13=560(LC 38),14=391(LC38),15=360(LC38),17=437(LC37),18=406 (LC37),19=445(LC37),21=344(LC38),22=373(LC38), 23=620(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 1-28=-346/131 BOT CHORD 1-23=-116/317 WEBS 4-21=-255/121,3-22=-329/246,2-23=-441/246,5-19=-365/125,6-18=-325/120,7-17=-358/121,9-15=-273/150, 10-14=-333/234,11-13=-411/253 NOTES 1)Unbalancedroof live loadshavebeenconsidered for thisdesign. 2)Wind:ASCE7-10;Vult=115mph(3-secondgust)V(IRC2012)=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC- CCorner(3)0-0-10 to4-5-4,Exterior(2)4-5-4 to14-0-12,Corner(3)14-0-12 to18-5-6,Exterior(2)18-5-6 to29-10-12,Corner(3)29-10-12 to34-0-12,Exterior(2)34-0-12 to 43-2-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof liveload:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(groundsnow);Pf=20.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15); Category II; Exp C; PartiallyExp.;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaceswith slopes less than 0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwiseindicated. 8)Gablerequires continuousbottom chordbearing. 9)Gablestuds spacedat4-0-0oc. 10)This trusshasbeendesignedfora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,12,21,22,19,18,17,15,14except(jt=lb)23=136, 13=128. 12)This truss is designed inaccordance with the2012 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot29 V02 1 11904350-12T Valley JobReference(optional) Run:8.31SJul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:44 Page: 1 ID:oEBM4QiUctKJLItY1rWs5Fywq38-J?tzJp_VZY45cq7VRAiFJTAXxOr3OaB_VV44FNyVrWb DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x5 =6x6 =3x6 =3x6 =5x6 3x5 1 11 21 20 19 18 17 16 15 14 13 12 3426 332735323128102 93 5 29 30 6 874 T2 B1 B1B2 0-8-6 39-0-11 11-10-025-5-6 12-11-038-4-613-7-613-7-6 39-0-11 Scale =1:64.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.35 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.01 20 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:125 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings39-0-11. (lb)-MaxHoriz1=99(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,11,13,14,16,17,19,20 except12=-120(LC17),21=-128(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,11except12=526(LC 38),13=404(LC38),14=353(LC38),16=429(LC37),17=439 (LC37),19=338(LC38),20=387(LC38),21=589(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-26=-351/123,1-26=-337/126 BOTCHORD 1-21=-103/319 WEBS 4-19=-251/121,3-20=-337/238,2-21=-420/226,5-17=-360/128,6-16=-349/121,8-14=-268/147,9-13=-342/237, 10-12=-386/230 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- C Corner(3)0-0-10 to3-11-8,Exterior(2)3-11-8 to13-7-15,Corner(3)13-7-15 to17-7-15,Exterior(2)17-7-15 to25-5-15,Corner(3)25-5-15 to29-7-15,Exterior(2)29-7-15 to38-5-2zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,11,19,20,17,16,14,13except(jt=lb)21=127,12=119. 12)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 Clay lot29 V03 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:44 Page: 1 ID:I0g6xE7Fe0XaPy4?ZRpEeiywpg3-J?tzJp_VZY45cq7VRAiFJTAYiOshOaW_VV44FNyVrWb DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x4 =6x6 =3x4 =3x4 =4x4 3x4 1 3424 19 18 17 16 15 14 13 12 11 103536 33253237 923126 832730 528 29 764 T2 B1 B1B2 0-8-6 34-3-2 7-10-0 21-0-9 12-6-3 33-6-12 13-2-9 13-2-9 34-3-2 Scale =1:57.4 Plate Offsets(X,Y):[6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.22 Horiz(TL)0.01 19 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:107 lbFT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings34-3-2. (lb)-MaxHoriz1=97(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,10,12,13,15,17,18 except11=-113(LC17),19=-120(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,10except11=496(LC 38),12=415(LC38),13=347(LC38),15=462(LC37),17=332 (LC38),18=400(LC38),19=556(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-24=-336/111,24-36=-325/112,1-36=-319/115 BOTCHORD 1-19=-96/303 WEBS 3-18=-345/224,2-19=-397/207,5-15=-383/130,7-13=-262/143,8-12=-348/218,9-11=-367/212 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- C Corner(3)0-0-10 to3-5-11,Exterior(2)3-5-11 to13-3-2,Corner(3)13-3-2 to16-8-4,Exterior(2)16-8-4 to21-1-2, Corner(3)21-1-2 to24-6-4,Exterior(2)24-6-4 to33-7-9 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,10,17,18,15,13,12except(jt=lb)19=119,11=113. 12)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 Clay lot29 V04 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:44 Page: 1 ID:mCEV8a7tPKfR16fC78KTBwywpg2-J?tzJp_VZY45cq7VRAiFJTAZLOtSOaM_VV44FNyVrWb DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x4 =6x6 =3x4 =4x4 3x4 1 9 16 15 1413 12 11 10 282129 82 2722 73 23 26 24 25 654 T2 B1 B2 0-8-6 29-5-8 0-8-6 0-8-6 3-10-0 16-7-12 12-1-6 12-9-12 12-1-6 28-9-2 29-5-8 Scale =1:50.2 Plate Offsets(X,Y):[5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:89 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings29-5-8. (lb)-MaxHoriz1=91(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,9,11,12,14except 10=-109(LC17),15=-101(LC16),16=-112(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=504(LC 38),11=413(LC38),12=365(LC2),14=345(LC2),15=417 (LC38),16=516(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-21=-260/136 WEBS 4-14=-261/131,3-15=-355/215,2-16=-372/189,6-12=-282/148,7-11=-349/207,8-10=-365/188 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- C Corner(3)0-0-10 to3-0-10,Exterior(2)3-0-10 to12-10-6, Corner(3)12-10-6 to15-10-6,Exterior(2)15-10-6 to16-8-6,Corner(3)16-8-6 to19-8-6,Exterior(2)19-8-6 to 29-6-2 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,9,14,12,11except(jt=lb)15=100,16=112,10=109. 12)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 Clay lot29 V05 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:45 Page: 1 ID:jbLFZG98wxw9GQpaEZMxGLywpg0-nBRLX9_7KsCyD_ih?uEUrhikZnEe72g7j9pdnqyVrWa DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x4 =3x4 =4x4 3x4 1 7 13 1211 10 9 8 2318 24 2 6 5322192021 4 B1 B2 0-8-6 24-7-14 11-7-10 23-11-9 12-3-15 12-3-15 24-7-14 Scale =1:43.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:72 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings24-7-14. (lb)-MaxHoriz1=-88(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7except8=-103(LC17), 9=-105(LC17),12=-105(LC16),13=-104(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=370(LC 34),9=326(LC34),10=365(LC2),12=326(LC33),13=370 (LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 4-10=-279/87,3-12=-256/219,2-13=-252/183,5-9=-256/219,6-8=-252/183 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- C Corner(3)0-0-10 to3-0-10,Exterior(2)3-0-10 to12-4-9, Corner(3)12-4-9 to15-4-9,Exterior(2)15-4-9 to24-8-8 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)Gable studsspacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7except(jt=lb)12=104,13=103,9=104,8=102. 11)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 Clay lot29 V06 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:45 Page: 1 ID:BnvdmbAmhF20uaOnoGtApYywpg?-nBRLX9_7KsCyD_ih?uEUrhimGnFB72q7j9pdnqyVrWa DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x5 1.5x4 1.5x4 =3x4 =4x4 1.5x4 1.5x4 1.5x4 3x5 1 5 9 8 7 6 1714 18 2 4 15 16 3 B1 B2 0-8-6 19-10-5 9-2-13 19-1-15 9-11-2 9-11-2 19-10-5 Scale =1:35.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:54 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings19-10-5. (lb)-MaxHoriz1=71(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-146(LC17), 9=-147(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=489(LC 34),7=429(LC2),9=489(LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-14=-183/289,14-18=-131/290,2-18=-120/357,3-15=-16/323,3-16=-16/323,4-17=-120/357,5-17=-139/289 BOTCHORD 1-9=-267/175,8-9=-267/175,7-8=-267/175,6-7=-267/175,5-6=-267/175 WEBS 3-7=-397/155,2-9=-336/238,4-6=-336/238 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- C Corner(3)0-0-10 to3-0-10,Exterior(2)3-0-10 to9-11-12, Corner(3)9-11-12 to12-11-12,Exterior(2)12-11-12 to19-10-14 zone; cantilever leftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:Lumber DOL=1.15Plate DOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroofsnow:LumberDOL=1.15Plate DOL=1.15);CategoryII;Exp C; PartiallyExp.; Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studsspacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=146,6=146. 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 Clay lot29 V07 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTek Industries,Inc.MonOct0710:29:45 Page: 1 ID:BnvdmbAmhF20uaOnoGtApYywpg?-nBRLX9_7KsCyD_ih?uEUrhijdnET72q7j9pdnqyVrWa DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 3x4 5 1 8 7 6 1813 2 4 14 17 15 16 3 B1 0-8-6 15-0-11 6-10-0 14-4-6 7-6-6 7-6-6 15-0-11 Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MSH BCDL 10.0 Weight:39 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 Allbearings15-0-11. (lb)-Max Horiz1=-56(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-107(LC17), 8=-104(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=352(LC 34),7=313(LC2),8=327(LC33) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-6=-258/222 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)0-8-12 to3-6-15,Exterior(2)3-6-15 to7-6-15,Corner(3)7-6-15 to10-6-15,Exterior(2)10-6-15 to15-1-5 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)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=104,6=106. 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 Clay lot29 V08 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:45 Page: 1 ID:fzT?_xAOSYAtVjyzM_OPLmywpg_-nBRLX9_7KsCyD_ih?uEUrhimQnGz73w7j9pdnqyVrWa DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x4 =4x4 1.5x4 3x4 3 1 4 9 14 1310 1617 12111815 2 B1 0-8-6 10-3-2 4-5-3 9-6-12 5-1-9 5-1-9 10-3-2 Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 4 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 sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=49/10-3-2,(min.0-1-8),3=87/10-3-2,(min.0-1-8), 4=542/10-3-2,(min.0-1-8) Max Horiz1=-39(LC17) Max Uplift1=-34(LC34),3=-19(LC17),4=-87(LC17) Max Grav1=117(LC33),3=99(LC2),4=612(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-160/254,9-10=-152/260,10-17=-150/263,11-17=-149/266,11-15=-147/269,2-15=-145/282,2-18=-132/298, 12-18=-134/284,12-16=-136/273,13-16=-137/263,13-14=-139/257 WEBS 2-4=-411/300 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)0-8-12 to3-8-12,Exterior(2)3-8-12 to5-2-2, Corner(3)5-2-2 to8-2-2,Exterior(2)8-2-2 to10-3-11 zone;cantileverleftandrightexposed ; endvertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;Pr=20.0psf(roof live load:LumberDOL=1.15PlateDOL=1.15);Pg=20.0psf(ground snow);Pf=15.4psf(flatroof snow:Lumber DOL=1.15Plate DOL=1.15); Category II; ExpC;PartiallyExp.; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding34 lbupliftat joint1,19 lbupliftatjoint3and87 lbupliftat joint4. 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 Clay lot29 V09 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:45 Page: 1 ID:LQCfHUEWZUNLBC3MUrvzQPywpal-nBRLX9_7KsCyD_ih?uEUrhikinD?73c7j9pdnqyVrWa DE Job# 69574-W1 Dansco Engineering, LLC Date: 10/7/19 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 12 3x4 =3x4 3x4 1 3 2 B1 0-8-6 5-5-8 2-0-6 4-9-2 2-8-12 2-8-12 5-5-8 Scale = 1:23.6 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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 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-MP BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-11ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=193/5-5-8,(min.0-1-8),3=193/5-5-8,(min.0-1-8) Max Horiz1=-18(LC17) Max Uplift1=-32(LC16),3=-32(LC17) Max Grav1=218(LC2),3=218(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-450/366,2-3=-303/269 BOT CHORD 1-3=-319/408 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) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-10;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)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint1and32 lbupliftat joint3. 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 Clay lot29 V10 1 11904350-12T Valley Job Reference(optional) Run:8.31 S Jul272019Print:8.310 S Jul272019MiTek Industries, Inc.MonOct0710:29:46 Page: 1 ID:qPJRBwn?eUbNhH443RxXKgywpFO-FO?jkU?l5AKpr8HtZbljOuFxtBbosXGHypZBJGyVrWZ