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Home My WebLink About42300009 - GR3 42 - 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: 2005319-12T 22 truss design(s) 75294-W1 06/25/2020 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments. 675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall be provided to the building official as required by the General Administrative Rules (675 IAC 12) for Class 1 structures or by local ordinance for Class 2 structures. Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length is the distance from the top chord to bottom chord. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2014 Chapter 2. Warning !—Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D’Onofrio Drive, Madison, WI 53719 DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 =4x8 4x6 =6x6 =4x4 =6x6 4x6 =4x8 2x4 9 8 7 6 51 42 3 T1 T1 W1 W1 B1 W2 W2W3 W4 W4 W3 Scale =1:28 Plate Offsets(X,Y):[7:0-3-0,0-4-4], [8:0-3-0,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.54 Vert(LL)-0.04 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.07 7-8 >999 180 TCDL 10.0 RepStress Incr NO WB 0.41 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:146 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)6=2811/0-6-0,(min.0-2-6),9=2610/0-6-0,(min.0-2-4) MaxHoriz9=84(LC36) MaxUplift6=-465(LC13),9=-433(LC12) MaxGrav6=3052(LC2),9=2836(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-10=-494/99,2-10=-428/109,2-3=-3341/562,3-4=-3349/563,4-11=-442/111,5-11=-508/101,1-9=-326/91,5-6=-333/92 BOTCHORD 9-12=-444/2771,12-13=-444/2771,8-13=-444/2771,8-14=-301/2258,14-15=-301/2258,7-15=-301/2258, 7-16=-417/2780,16-17=-417/2780,6-17=-417/2780 WEBS 2-9=-3034/441,4-6=-3029/440,2-8=-67/563,3-8=-271/1549,3-7=-274/1567,4-7=-67/562 NOTES 1) 2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding433 lbupliftat joint9and465 lbupliftat joint6. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)678 lbdownand106 lbupat1-6-12,678 lbdownand106 lbupat3-6-12, 678 lbdownand106 lbupat5-6-12,678lbdownand106 lbupat7-6-12,678 lbdownand106 lbupat9-6-12,and678 lbdownand106lbupat11-6-12,and680 lbdown and105 lbupat13-6-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-5=-51,6-9=-20 ConcentratedLoads(lb) Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 G01 1 22005319-12T CommonGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedJun2414:17:01 Page: 1 ID:oliLjX68Ad0RoJTTOyEXgXySTAa-3rWWatM?ROqaFxVpCW1KtpqO0V74qSzZqAXiP5z33DW Continuedonpage 2 DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. Vert:7=-630(B),12=-630(B),13=-630(B),14=-630(B),15=-630(B),16=-630(B),17=-633(B) Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 G01 1 22005319-12T CommonGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun2414:17:01 Page: 2 ID:oliLjX68Ad0RoJTTOyEXgXySTAa-3rWWatM?ROqaFxVpCW1KtpqO0V74qSzZqAXiP5z33DW DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 =MT18HS5x12 5x6 =6x6 4x4 =6x6 5x6 =MT18HS5x12 2x4 9 8 7 6 1 5 2 4 3 T1 T1 W1 W1 B1 W2 W2 W4 W3 W4 W3 Scale =1:28 Plate Offsets(X,Y):[7:0-2-12,0-4-8], [8:0-2-12,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.65 Vert(LL)-0.04 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.08 7-8 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.47 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:146 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)6=3205/0-6-0,(min.0-2-12),9=2974/0-6-0,(min.0-2-9) MaxHoriz9=-84(LC8) MaxUplift6=-532(LC13),9=-495(LC12) MaxGrav6=3519(LC2),9=3268(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-10=-572/110,2-10=-506/120,2-3=-3848/634,3-4=-3854/635,4-11=-521/122,5-11=-587/112,1-9=-366/97,5-6=-373/97 BOTCHORD 9-12=-503/3180,12-13=-503/3180,8-13=-503/3180,8-14=-351/2613,14-15=-351/2613,7-15=-351/2613, 7-16=-476/3186,16-17=-476/3186,6-17=-476/3186 WEBS 3-7=-307/1808,4-7=-81/659,3-8=-306/1795,2-8=-81/660,2-9=-3469/504,4-6=-3460/503 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-9-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding495 lbupliftat joint9and532 lbupliftat joint6. 10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)807 lbdownand125 lbupat1-6-12,807 lbdownand125 lbupat3-6-12, 807 lbdownand125 lbupat5-6-12,807lbdownand125 lbupat7-6-12,807 lbdownand125 lbupat9-6-12,and807 lbdownand125lbupat11-6-12,and809 lbdown and124 lbupat13-6-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-5=-51,6-9=-20 Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 G02 1 22005319-12T CommonGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedJun2414:17:02 Page: 1 ID:R2RtFeGgLJXkF9On5USL93ySTAO-X14uoDNdCiyRt54?lDYZQ0NXBvRdZuIi2qHFyXz33DV Continuedonpage 2 DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. ConcentratedLoads(lb) Vert:7=-739(F),12=-739(F),13=-739(F),14=-739(F),15=-739(F),16=-739(F),17=-741(F) Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 G02 1 22005319-12T CommonGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun2414:17:02 Page: 2 ID:R2RtFeGgLJXkF9On5USL93ySTAO-X14uoDNdCiyRt54?lDYZQ0NXBvRdZuIi2qHFyXz33DV DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 24 14 131 2 12 3 11 4 10 5 9 6 8 7 W1 T1 T1 W1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 Scale = 1:34.1 Plate Offsets(X,Y):[22:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:81 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings17-9-0. (lb)-Max Horiz24=-114(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)16,17,18,20,21,22except 14=-103(LC13),15=-108(LC17),23=-101(LC16),24=-119 (LC12) Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,21,22,23,24 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-10-12 to2-1-4,Exterior(2N)2-1-4 to8-10-8, Corner(3R)8-10-8 to11-10-8,Exterior(2N)11-10-8to18-7-12 zone;cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)20,21,22,18,17,16except(jt=lb)24=119,14=103, 23=100,15=107. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 GE01 1 12005319-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:02 Page: 1 ID:2cukUvk480qdnzZTrdqFdcySTLO-X14uoDNdCiyRt54?lDYZQ0NgxvbYZ_Ci2qHFyXz33DV DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 22 12 1 11 2 10 3 9 4 8 5 7 6 W1 T1 T1 W1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 Scale = 1:32 Plate Offsets(X,Y):[20:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:79 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing,Except: 10-0-0ocbracing:21-22,20-21. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings17-9-0. (lb)-Max Horiz22=108(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)12,14,15,16,18,19,20,22 except13=-115(LC17),21=-107(LC16) Max GravAllreactions250(lb)or lessat joint(s)12,13,14,15,16,17, 18,19,20,21,22 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-1-12 to2-10-8,Exterior(2N)2-10-8 to8-10-8, Corner(3R)8-10-8 to11-10-8,Exterior(2N)11-10-8 to17-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 9)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)22,12,18,19,20,16,15,14except(jt=lb)21=106,13=114. 12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 GE02 1 12005319-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:02 Page: 1 ID:BCHMUcju3v18?QF258nFPhySTK7-X14uoDNdCiyRt54?lDYZQ0NgyvbXZ_Ki2qHFyXz33DV DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 27 16 1 15 2 14313 4 12 5 11 6 10 7 9 8 W1 T1 T1 W1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 Scale = 1:39.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horz(CT)0.00 16 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:100 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings21-0-0. (lb)-Max Horiz27=125(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)16,17,18,19,20,22,23, 25,27except26=-104(LC16) Max GravAllreactions250(lb)or lessat joint(s)16,17,18,19,20,21, 22,23,25,26,27 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 7-8=-104/276,8-9=-104/276 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-10-12 to2-1-4,Exterior(2N)2-1-4 to10-6-0, Corner(3R)10-6-0 to13-6-0,Exterior(2N)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)27,16,22,23,25,20,19,18,17except(jt=lb)26=103. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 GE03 1 12005319-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:02 Page: 1 ID:eJk1QivsrJbeT7eAgZ4XCZySTLA-X14uoDNdCiyRt54?lDYZQ0NguvbjZzKi2qHFyXz33DV DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 26 15 14 1 13212 3 11 4 10 5 9 6 8 7 W1 T1 T2 W1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 Scale = 1:38 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horz(CT)0.00 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:99 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings21-0-0. (lb)-Max Horiz26=-128(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)15,17,18,19,21,22,24,26 except16=-103(LC17),25=-101(LC16) Max GravAllreactions250(lb)or lessat joint(s)15,16,17,18,19,20, 21,22,24,25,26 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 6-7=-108/275,7-8=-108/275 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)0-1-12 to3-1-12,Exterior(2N)3-1-12 to10-6-0, Corner(3R)10-6-0 to13-6-0,Exterior(2N)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)26,15,21,22,24,19,18,17except(jt=lb)25=101,16=102. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 GE04 1 12005319-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:03 Page: 1 ID:X4_XG3yNvY54xkxxvP8TMPySTL6-?DeG?ZOFz04IUFfBJx3oyEwrgIxwIQbsHU0oU_z33DU DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 17 1514 13 12 10 91 8273 4 6 5 T1 T1 W1 W1 B1 B2 W4 W5 W6 W4W5 W2W2W3W3 ST4 ST5 ST3ST1 ST2 ST4 ST5 ST3 ST1 ST2 Scale = 1:39.6 Plate Offsets(X,Y):[14:0-1-12,0-1-8], [23:0-1-10,0-0-12], [33:0-1-10,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)0.07 11-12 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.27 Vert(CT)-0.06 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.60 Horz(CT)0.01 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:106 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-14ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor5-9-10ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)11=762/0-3-8,(min.0-1-8),16=762/0-3-8,(min.0-1-8) Max Horiz16=-20(LC17) Max Uplift11=-373(LC13),16=-373(LC12) Max Grav11=864(LC2),16=864(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-34=-1026/1089,34-35=-973/1094,4-35=-953/1105,4-36=-861/970,5-36=-816/984,5-37=-816/984,6-37=-861/970, 6-38=-953/1105,38-39=-973/1094,7-39=-1026/1089 BOT CHORD 14-15=-1007/923,14-41=-1007/923,13-41=-1007/923,13-42=-970/923,12-42=-970/923 WEBS 4-13=-257/247,5-13=-500/326,6-13=-257/247,7-12=-906/878,7-11=-790/584,3-16=-790/584,3-15=-905/878 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to10-2-0,Exterior(2R)10-2-0 to13-2-0, Interior(1)13-2-0 to21-2-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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 tobearingplatecapableofwithstanding373 lbupliftatjoint11and373lbupliftat joint16. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 GE05 1 12005319-12T CommonStructuralGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:03 Page: 1 ID:n9f4?C5KmQxkDB7?P9qWAEySTJe-?DeG?ZOFz04IUFfBJx3oyEwooItHIJXsHU0oU_z33DU DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 =3x6 4x4 4x4 =3x6 3x4 11 10 9 8 71 2 6 53 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 Scale = 1:33.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)-0.12 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.24 8-9 >877 180 TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:78 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=671/0-6-0,(min.0-1-8),11=671/0-6-0,(min.0-1-8) Max Horiz11=-114(LC14) Max Uplift8=-118(LC17),11=-118(LC16) Max Grav8=761(LC2),11=761(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-13=-695/213,4-13=-631/234,4-14=-631/234,5-14=-695/213 BOT CHORD 10-11=-173/642,9-10=-173/642,8-9=-155/642 WEBS 4-9=-62/373,3-11=-718/197,5-8=-718/197 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to8-10-8,Exterior(2R)8-10-8 to11-10-8, Interior(1)11-10-8 to18-7-12zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding118 lbupliftat joint11and118lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 T01 2 12005319-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:03 Page: 1 ID:nFmnGSw_lJW5NeK4OR2TwZySTIa-?DeG?ZOFz04IUFfBJx3oyEwnwInWILWsHU0oU_z33DU DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 =3x6 4x4 4x4 =3x6 3x4 10 9 8 7 6 1 5 2 4 3 T1 T2 W1 W1 B1 B2 W4 W3W3W2 W2 Scale = 1:33.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)-0.12 8-10 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.24 8-10 >876 180 TCDL 10.0 RepStress Incr YES WB 0.48 Horz(CT)0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:77 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=673/0-6-0,(min.0-1-8),10=616/0-6-0,(min.0-1-8) Max Horiz10=-118(LC14) Max Uplift7=-118(LC17),10=-95(LC16) Max Grav7=763(LC2),10=696(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-699/215,3-12=-634/236,3-13=-634/233,4-13=-698/212 BOT CHORD 9-10=-173/652,8-9=-173/652,7-8=-154/645 WEBS 3-8=-65/375,2-10=-735/232,4-7=-721/196 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to8-10-8,Exterior(2R)8-10-8 to11-10-8, Interior(1)11-10-8 to18-7-12zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding95 lbupliftat joint10and118 lbupliftat joint7. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 T02 3 12005319-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:03 Page: 1 ID:UANZMt2GOOmgaA5?_XEpKgySTIQ-?DeG?ZOFz04IUFfBJx3oyEwnwInVILLsHU0oU_z33DU DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 =3x6 4x4 4x4 =3x6 2x4 9 8 7 6 1 5 2 4 3 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 Scale = 1:31.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)-0.12 6-7 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.24 6-7 >875 180 TCDL 10.0 RepStress Incr YES WB 0.49 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:76 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=618/Mechanical,(min.0-1-8),9=618/0-6-0,(min.0-1-8) Max Horiz9=108(LC13) Max Uplift6=-94(LC17),9=-94(LC16) Max Grav6=698(LC2),9=698(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-702/214,3-11=-637/235,3-12=-637/235,4-12=-702/214 BOT CHORD 8-9=-207/654,7-8=-207/654,6-7=-193/654 WEBS 3-7=-65/377,2-9=-738/231,4-6=-738/231 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to8-10-8,Exterior(2R)8-10-8 to11-10-8, Interior(1)11-10-8 to17-7-4 zone;cantileverleftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding94 lbupliftat joint9and94 lbupliftat joint6. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 T03 7 12005319-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:04 Page: 1 ID:tB4rxnBLAHXnm7zzD8untVySTEM-TQCeCvOukJC96PEOtea1VRSygi7k1oZ?W8mM0Qz33DT DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 =3x4 6x6 =4x6 1.5x4 =3x4 6x6 8 7 6 1 5 2 4 3 T1 T1 W1 W1 B1 W2 Scale = 1:30.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)-0.07 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.16 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.11 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:45 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2*Except*W2:2x4SPFStud 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)6=529/0-6-0,(min.0-1-8),8=529/0-6-0,(min.0-1-8) Max Horiz8=93(LC15) Max Uplift6=-90(LC17),8=-90(LC16) Max Grav6=599(LC2),8=599(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-613/202,9-10=-505/208,3-10=-499/227,3-11=-499/227,11-12=-505/208,4-12=-613/202,2-8=-516/259, 4-6=-516/259 BOT CHORD 7-8=-103/446,6-7=-103/446 WEBS 3-7=0/269 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-4-12 to2-7-4, Interior(1)2-7-4 to7-3-0,Exterior(2R)7-3-0 to10-3-0, Interior(1)10-3-0 to14-10-12 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding90 lbupliftat joint8and90 lbupliftat joint6. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 T04 8 12005319-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:04 Page: 1 ID:JKkqdx60_EXpI5Y8KoLDaxySTIK-TQCeCvOukJC96PEOtea1VRSsfiBd1uU?W8mM0Qz33DT DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 12 11 10 9 8 1 7 2 6 3 5 4 T1 T1 W1 W1 B1 B2 W2 W2 W4 W3 W4 W3 Scale = 1:39.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)-0.06 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.13 8-9 >999 180 TCDL 10.0 RepStress Incr YES WB 0.80 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:95 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-9-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=786/0-6-0,(min.0-1-8),12=786/0-6-0,(min.0-1-8) Max Horiz12=125(LC15) Max Uplift8=-136(LC17),12=-136(LC16) Max Grav8=891(LC2),12=891(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-14=-958/263,14-15=-898/272,4-15=-882/288,4-16=-882/288,16-17=-898/272,5-17=-958/263,2-12=-260/164, 6-8=-260/164 BOT CHORD 11-12=-159/840,10-11=-159/840,9-10=-58/658,8-9=-145/840 WEBS 4-9=-93/321,4-10=-93/321,3-12=-934/160,5-8=-934/160 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to10-6-0,Exterior(2R)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding136 lbupliftatjoint12and136lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 T05 5 12005319-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:04 Page: 1 ID:cgfT5KCPLOPqeAaUFmzsMQySTID-TQCeCvOukJC96PEOtea1VRSyMiBC1jb?W8mM0Qz33DT DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x5 11 10 9 8 7 6 1 5 2 4 3 T1 T2 W1 W1 B1 B2 W4 W3 W4 W3W2 W2 Scale = 1:40 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)-0.06 9-11 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.13 9-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.83 Horz(CT)0.03 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:94 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-9-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=787/0-6-0,(min.0-1-8),11=732/Mechanical,(min.0-1-8) Max Horiz11=-128(LC14) Max Uplift7=-136(LC17),11=-113(LC16) Max Grav7=892(LC2),11=827(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-13=-966/266,13-14=-906/272,3-14=-889/291,3-15=-885/289,15-16=-901/273,4-16=-961/264,5-7=-259/164 BOT CHORD 10-11=-159/849,9-10=-159/849,8-9=-58/661,7-8=-145/842 WEBS 3-8=-93/321,3-9=-93/329,2-11=-960/196,4-7=-936/160 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to10-6-0,Exterior(2R)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding136 lbupliftatjoint7and113 lbupliftat joint11. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 T06 7 12005319-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:04 Page: 1 ID:vZeziLh7h_a03TDN8tCTW3ySTHa-TQCeCvOukJC96PEOtea1VRSyLiBC1jF?W8mM0Qz33DT DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 16 14 13 12 10 1 9 2 837 4 6 5 T1 T1 W1 W1 B1 B2 W5W5 W2 W3 W4 W4 W3 W2 Scale = 1:39.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)0.13 12-13 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.37 Vert(CT)-0.09 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.03 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:87 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-8-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor5-10-2ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=762/0-3-8,(min.0-1-8),15=762/0-3-8,(min.0-1-8) Max Horiz15=20(LC16) Max Uplift11=-373(LC13),15=-373(LC12) Max Grav11=864(LC2),15=864(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 4-19=-975/1148,5-19=-925/1160,5-20=-925/1160,6-20=-975/1149 BOT CHORD 15-23=-956/891,14-23=-956/891,13-14=-956/891,13-24=-784/768,12-24=-784/768,12-25=-915/891,11-25=-915/891 WEBS 5-12=-373/245,5-13=-373/245,4-15=-1010/995,6-11=-1010/995 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to10-2-0,Exterior(2R)10-2-0 to13-2-0, Interior(1)13-2-0 to21-2-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding373 lbupliftatjoint15and373lbupliftat joint11. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 T07 2 12005319-12T Common Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:04 Page: 1 ID:fLkR0OWLG4OAz1N6fEtaKiySTCe-TQCeCvOukJC96PEOtea1VRSz7iC31l??W8mM0Qz33DT DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:17.8 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 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 IRC2018/TPI2014 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 sheathingdirectlyappliedor5-3-1ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=186/5-3-1,(min.0-1-8),3=186/5-3-1,(min.0-1-8) Max Horiz1=21(LC16) Max Uplift1=-30(LC16),3=-30(LC17) Max Grav1=213(LC22),3=213(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-385/268 BOT CHORD 1-3=-240/336 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding30 lbupliftat joint1and30 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V01 1 12005319-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:05 Page: 1 ID:UMoHfRQGPjLvyKhBVJprmwySTJD-xcm0QFPWVdK0kYpaRM6G1f?Ai6acmMO9loVvYsz33DS DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:20.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 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 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:23 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-3-1ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=39/9-3-1,(min.0-1-8),3=39/9-3-1,(min.0-1-8),4=577/9-3-1, (min.0-1-8) Max Horiz1=38(LC16) Max Uplift1=-17(LC23),3=-18(LC17),4=-87(LC16) Max Grav1=97(LC22),3=97(LC23),4=653(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-183/271,9-10=-173/307,2-10=-173/342,2-11=-164/342,11-12=-165/307,3-12=-174/271 BOT CHORD 1-4=-275/234,3-4=-275/234 WEBS 2-4=-472/301 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to4-8-0,Exterior(2R)4-8-0 to7-8-0, Interior(1)7-8-0 to9-3-9 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding17 lbupliftat joint1,18 lbupliftatjoint3and87 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V02 1 12005319-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:05 Page: 1 ID:yYMftnRuA1TmaUGO21K4I7ySTJC-xcm0QFPWVdK0kYpaRM6G1f?8s6YgmLg9loVvYsz33DS DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale =1:22.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:28 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 (lb/size)1=19/11-0-1,(min.0-1-8),3=19/11-0-1,(min.0-1-8), 4=741/11-0-1,(min.0-1-8) MaxHoriz1=46(LC20) MaxUplift1=-47(LC23),3=-47(LC22),4=-118(LC16) Max Grav1=72(LC35),3=72(LC36),4=838(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-10=-234/410,10-11=-224/423,2-11=-221/479,2-12=-213/479,12-13=-217/423,3-13=-227/410 BOTCHORD 1-4=-390/283,3-4=-390/283 WEBS 2-4=-632/360 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to5-6-8,Exterior(2R)5-6-8 to8-6-8, Interior(1)8-6-8 to11-0-9 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding47 lbupliftatjoint1,47lbupliftat joint3and118 lbupliftat joint4. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V03 1 12005319-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun2414:17:05 Page: 1 ID:yYMftnRuA1TmaUGO21K4I7ySTJC-xcm0QFPWVdK0kYpaRM6G1f?5Q6W_mKy9loVvYsz33DS DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:19 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:17 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor7-0-1ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=51/7-0-1,(min.0-1-8),3=51/7-0-1,(min.0-1-8),4=393/7-0-1, (min.0-1-8) Max Horiz1=28(LC20) Max Uplift1=-13(LC16),3=-19(LC17),4=-54(LC16) Max Grav1=92(LC22),3=92(LC23),4=444(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-296/219 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to3-6-8,Exterior(2R)3-6-8 to6-6-8, Interior(1)6-6-8 to7-0-9 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding13 lbupliftat joint1,19 lbupliftatjoint3and54 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V04 1 12005319-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:05 Page: 1 ID:yYMftnRuA1TmaUGO21K4I7ySTJC-xcm0QFPWVdK0kYpaRM6G1f?AI6afmLL9loVvYsz33DS DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 6 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:19.1 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:6 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-1ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=106/3-0-1,(min.0-1-8),3=106/3-0-1,(min.0-1-8) Max Horiz1=-11(LC21) Max Uplift1=-18(LC16),3=-18(LC17) Max Grav1=120(LC2),3=120(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding18 lbupliftat joint1and18 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V05 1 12005319-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2414:17:05 Page: 1 ID:Qlv147SWxLbdCeracksJrLySTJB-xcm0QFPWVdK0kYpaRM6G1f?Cq6bsmMO9loVvYsz33DS DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 412 =4x4 1.5x4 1 5 2 4 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale =1:36 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:51 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 Allbearings19-10-13. (lb)-MaxHoriz1=56(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5,7except6=-132(LC 17),9=-132(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=522(LC 23),7=398(LC2),9=522(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-14=-241/301,14-15=-73/301,2-15=-65/357,2-16=-10/261,3-16=-1/329,3-17=0/329,4-17=-6/261,4-18=-62/357, 18-19=-70/301,5-19=-76/301 BOTCHORD 1-9=-286/222,8-9=-286/105,7-8=-286/105,6-7=-286/105,5-6=-286/105 WEBS 3-7=-367/112,2-9=-375/171,4-6=-375/171 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-12 to3-0-12, Interior(1)3-0-12 to10-0-3,Exterior(2R)10-0-3 to13-0-3, Interior(1)13-0-3 to19-11-9zone;cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5,7except(jt=lb)9=132,6=132. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V06 1 12005319-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun2414:17:05 Page: 1 ID:Qlv147SWxLbdCeracksJrLySTJB-xcm0QFPWVdK0kYpaRM6G1f?706YvmLo9loVvYsz33DS DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4 12 =5x6 3x5 1 3 2 T1 T1 B1 ST1 Scale =1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.57 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.51 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:32 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 (lb/size)1=53/13-10-13,(min.0-1-12),3=53/13-10-13,(min.0-1-12), 4=879/13-10-13,(min.0-1-12) MaxHoriz1=-38(LC21) MaxUplift1=-27(LC16),3=-33(LC17),4=-141(LC12) Max Grav1=114(LC35),3=114(LC36),4=993(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-10=-223/604,10-11=-215/621,2-11=-212/679,2-12=-206/679,12-13=-208/621,3-13=-216/604 BOTCHORD 1-4=-589/257,3-4=-589/257 WEBS 2-4=-757/349 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-12 to3-0-12, Interior(1)3-0-12 to7-0-3,Exterior(2R)7-0-3to10-0-3, Interior(1)10-0-3 to13-11-9 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding27 lbupliftatjoint1,33lbupliftat joint3and141lbupliftat joint4. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V07 1 12005319-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun2414:17:05 Page: 1 ID:Qlv147SWxLbdCeracksJrLySTJB-xcm0QFPWVdK0kYpaRM6G1f?4Z6V1mKd9loVvYsz33DS DE Job # 75294-W1 Dansco Engineering, LLC Date: 06/25/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 4 12 =4x4 3x4 1 3 2 T1 T1 B1 ST1 Scale =1:18.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 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 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:17 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor7-10-13ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=70/7-10-13,(min.0-1-8),3=70/7-10-13,(min.0-1-8), 4=420/7-10-13,(min.0-1-8) MaxHoriz1=21(LC16) MaxUplift1=-22(LC16),3=-26(LC17),4=-63(LC12) Max Grav1=111(LC22),3=111(LC23),4=475(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-164/261,2-3=-156/261 WEBS 2-4=-297/244 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-12 to3-0-12, Interior(1)3-0-12 to4-0-3,Exterior(2R)4-0-3to7-0-3, Interior(1)7-0-3 to7-11-9 zone; cantilever leftandrightexposed ; endvertical leftand rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding22 lbupliftatjoint1,26lbupliftat joint3and63lbupliftat joint4. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-3Lot42 V08 1 12005319-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun2414:17:05 Page: 1 ID:uxTQITS9iejUpoQmASNYOYySTJA-xcm0QFPWVdK0kYpaRM6G1f?A16aDmLD9loVvYsz33DS