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HomeMy WebLinkAbout72154-W1 SEALED 2004743-12TDE 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: 2004743-12T 18 truss design(s) 72154-W1 02/04/2020 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 # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 4x4 3x6 =4x4 3x5 =4x4 =3x8 3x5 =4x4 3x6 4x4 12 15 1611 17 10 18 9 19 20 8 71 62 13 14 53 4 B1 0-7-12 14-3-12 0-7-12 -0-7-12 0-1-12 13-8-0 0-1-12 0-1-12 3-4-2 3-5-14 3-4-2 13-6-4 3-4-2 6-10-0 3-4-2 10-2-2 3-4-2 6-10-0 3-4-2 10-2-2 3-5-14 13-8-0 3-5-14 3-5-14 Scale =1:41.2 Plate Offsets(X,Y):[8:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.36 Vert(LL)-0.03 10-11 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.05 10-11 >999 240 TCDL 10.0 RepStress Incr NO WB 0.51 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:158 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)8=3150/0-6-0,(min.0-2-12),12=2968/0-6-0,(min.0-2-9) MaxHoriz12=-188(LC10) MaxUplift8=-708(LC13),12=-671(LC12) MaxGrav8=3467(LC2),12=3269(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-13=-2917/596,3-13=-2828/604,3-4=-2349/548,4-5=-2349/548,5-14=-2759/590,6-14=-2848/581,2-12=-2629/558, 6-8=-2568/546 BOTCHORD 12-15=-195/269,15-16=-195/269,11-16=-195/269,11-17=-491/2370,10-17=-491/2370,10-18=-435/2313, 9-18=-435/2313 WEBS 3-11=-172/664,2-11=-438/2370,3-10=-679/232,4-10=-512/2338,5-10=-595/215,5-9=-150/564,6-9=-426/2311 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 staggeredat0-7-0oc. 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=5.0psf;BCDL=5.0psf;h=30ft; 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 forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding671 lbupliftat joint12and708lbupliftat joint8. 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)795 lbdownand173 lbupat1-1-4,795 lbdownand173 lbupat3-1-4, 795 lbdownand173 lbupat5-1-4,795lbdownand173 lbupat7-1-4,795 lbdownand173 lbupat9-1-4,and795lbdownand173lbupat11-1-4,and801 lbdownand 167 lbupat13-1-4onbottom chord.Thedesign/selectionofsuch 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-GramercyTownhomesLots4-5-6 G01 2 22004743-12T CommonGirder JobReference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc.TueFeb0412:16:01 Page: 1 ID:KUt3LmHo1F8YOYn5qWEnCfzoZQA-yCPnLgiIgqC_zEjOlYpmj3q?kanTQvwBhJ2E2FzoXci Continuedonpage 2 DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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:1-2=-51,2-4=-51,4-6=-51,6-7=-51,8-12=-20 ConcentratedLoads(lb) Vert:10=-726,15=-727,16=-726,17=-726,18=-726,19=-726,20=-732 Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 G01 2 22004743-12T CommonGirder Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0412:16:01 Page: 2 ID:KUt3LmHo1F8YOYn5qWEnCfzoZQA-yCPnLgiIgqC_zEjOlYpmj3q?kanTQvwBhJ2E2FzoXci DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x4 3x4 =3x4 =3x4 3x4 3x4 28 27 26 2524 23 22 21 20 19 18 17 16 151 2 14 3 13 3229 4 12 5 11 30 31 6 10 7 9 8 B1 B2 0-7-12 -0-7-12 0-7-12 21-5-12 10-5-0 20-10-0 10-5-0 10-5-0 20-10-0Scale = 1:46.6 Plate Offsets(X,Y):[8:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 16 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:111 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST5:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings20-10-0. (lb)-Max Horiz28=-256(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)18,19,24,26except 16=-170(LC13),17=-196(LC12),20=-120(LC17),23=-119 (LC16),27=-211(LC13),28=-191(LC12) Max GravAllreactions250(lb)or lessat joint(s)16,18,19,20,21,22, 23,24,26,28except17=266(LC15),27=283(LC14) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 6-7=-157/307,9-10=-157/307 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-7-12 to2-4-4,Exterior(2N)2-4-4 to10-5-0, Corner(3R)10-5-0 to13-5-0,Exterior(2N)13-5-0 to21-5-12 zone; cantilever leftandrightexposed ; end verticalleft 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:ASCE7-16;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)24,26,19,18except(jt=lb)28=190,16=169,23=119, 27=211,20=119,17=195. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand712from leftendand712 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stackingchords.Foredge-wisenotching,provideat leastone tieplatebetween eachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 GE01 4 12004743-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:03 Page: 1 ID:n5OAqoGdNMBhQa0pQQL?FZzoZZD-vbXYmMkYCSSiCYtntzsEoUvNGOXTuuuT8dXL77zoXcg DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x4 3x4 =4x4 3x4 3x4 20 19 18 17 16 15 14 13 12 111 102 3 9 2221 4 8 5 7 6 B1 0-7-12 14-3-12 0-7-12 -0-7-12 6-10-0 6-10-0 6-10-0 13-8-0 13-8-0Scale = 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horz(CT)0.00 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:66 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 Allbearings13-8-0. (lb)-Max Horiz20=-192(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)14,15,17,18except 12=-200(LC13),13=-197(LC12),19=-213(LC13),20=-220 (LC12) Max GravAllreactions250(lb)or lessat joint(s)12,14,15,16,17,18, 20except13=271(LC15),19=288(LC14) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 5-6=-127/281,6-7=-127/281 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-7-12 to2-4-4,Exterior(2N)2-4-4 to6-10-0, Corner(3R)6-10-0 to9-10-0,Exterior(2N)9-10-0 to14-3-12 zone; cantilever leftandrightexposed ; end verticalleft 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:ASCE7-16;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)17,18,15,14except(jt=lb)20=220,12=200,19=213, 13=197. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand712from leftendand712 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stackingchords.Foredge-wisenotching,provideat leastone tieplatebetween eachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 GE02 2 12004743-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:03 Page: 1 ID:83B3tVKlCuq_WLunCzxAyczoZZ8-vbXYmMkYCSSiCYtntzsEoUvOCOY4uu1T8dXL77zoXcg DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 3x4 5x6 =4x4 4x6 =6x6 =4x6 =5x6 =6x6 4x6 3x4 3x4 59 58 57 56 55 54 53 52 5150 494847 46 45 44 43 42 41 4039 38 37 36 35 34 33 32 31 30291228 3 27 4 26 5 25 6 24723822 9 21 10 20 11 196063121861621317 14 16 15 B1 B1B3B2 0-7-12 50-11-12 0-1-12 0-1-12 0-7-12 -0-7-12 24-0-424-2-0 26-2-050-4-0 2-2-02-2-0 48-2-050-4-0 Scale=1:85.4 PlateOffsets(X,Y):[2:0-2-14,0-2-8], [39:0-3-0,0-1-4], [51:0-3-0,0-1-4] 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 31 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:341 lb FT=20% LUMBER TOP CHORD 2x6SPFNo.2 BOT CHORD 2x6SPFNo.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST12,ST11,ST10,ST9:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 15-45,14-46,13-47,16-44,17-43 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings50-4-0. (lb)-Max Horiz59=-126(LC17) Max UpliftAlluplift100(lb)or lessatjoint(s)31,33,34,35,36,37,38, 40,41,42,43,44,46,47,49,50,52,53,54,55,56,57except 32=-117(LC17),58=-166(LC16),59=-120(LC17) Max GravAllreactions250(lb)or lessatjoint(s)31,32,33,34,35,36, 37,38,40,41,42,43,44,45,46,47,49,50,52,53,54,55,56, 57,58,59 FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 10-11=-101/251,11-60=-112/276,12-60=-101/279,12-61=-124/302,13-61=-112/308,13-14=-136/337,14-15=-145/357, 15-16=-145/349,16-17=-136/309,17-62=-112/262,18-62=-124/256 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Corner(3E)-0-7-12 to4-2-0,Exterior(2N)4-2-0 to24-2-0, Corner(3R)24-2-0 to29-2-6,Exterior(2N)29-2-6 to50-11-12 zone;cantileverleftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60plategripDOL=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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snowloadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 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)31,46,47,49,50,52,53,54,55,56,57,44,43,42,41,40, 38,37,36,35,34,33except(jt=lb)59=120,58=166,32=117. 13)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 GE04 2 12004743-12T CommonSupportedGable Job Reference(optional) Run:8.31SJul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0412:16:03 Page: 1 ID:pV0jGYvQnEh9dYl5tRA_JdzoZPM-vbXYmMkYCSSiCYtntzsEoUvP9OZ1uuuT8dXL77zoXcg Continuedonpage 2 DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 14)2X4notchat20000o.c.isallowedalong the stacked top chord. Nonotchesallowedinoverhangand712from leftendand712 fromrightendor12"alongrake fromscarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideatleastone tieplatebetween eachnotch. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 GE04 2 12004743-12T CommonSupportedGable Job Reference(optional) Run:8.31S Jul272019Print:8.310S Jul272019MiTekIndustries,Inc.TueFeb0412:16:03 Page: 2 ID:pV0jGYvQnEh9dYl5tRA_JdzoZPM-vbXYmMkYCSSiCYtntzsEoUvP9OZ1uuuT8dXL77zoXcg DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 7.21 12 3x4 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 3x4 1 5 8 7 6 42 3 B1 0-5-12 9-9-8 4-5-0 9-3-11 4-10-12 4-10-12 9-9-8 0-0-4 Scale =1:21.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 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 0.05 Horiz(TL)0.00 5 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 sheathingdirectlyappliedor9-10-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings9-9-8. (lb)-MaxHoriz1=-76(LC12) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-110(LC17), 8=-112(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=303(LC 23),8=303(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-7 to2-11-2,Interior(1)2-11-2 to4-11-2,Exterior(2R)4-11-2 to7-11-2, Interior(1)7-11-2 to9-9-14 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 withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=111,6=110. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)2X4notchat20000o.c. is allowedalong the stacked top chord.Nonotchesallowed inoverhangand0 from leftendand0 fromrightendor12"alongrake from scarf, whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideat leastone tieplatebetween eachnotch. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 LAY01 2 12004743-12T Lay-InGable Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0412:16:04 Page: 1 ID:BnNJU7ssija9Vl8Wd2GoY5zoZb1-Nn4wzhlAzlaZqiSzQgNTLhSavotddNrdNHGufazoXcf DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x4 =3x5 =3x4 4x4 =3x4 4x6 =3x4 4x4 =3x5 3x5 11 10 9 8 7 6 51 2 4 12 15 13 14 3 B1 B2 0-7-12 21-3-12 5-2-4 5-2-4 5-0-12 10-3-0 5-0-12 15-3-12 5-4-4 20-8-0 6-9-0 13-7-8 6-10-8 6-10-8 7-0-8 20-8-0Scale = 1:47.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.06 7-8 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.12 7-8 >999 240 TCDL 10.0 RepStress Incr YES WB 0.80 Horz(CT)0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:102 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 sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=762/0-6-0,(min.0-1-8),11=720/0-4-0,(min.0-1-8) Max Horiz11=-253(LC12) Max Uplift7=-174(LC17),11=-154(LC16) Max Grav7=863(LC2),11=814(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-831/251,12-13=-757/261,3-13=-736/278,3-14=-743/281,14-15=-764/264,4-15=-838/255,5-7=-277/160 BOT CHORD 10-11=-164/734,9-10=-164/734,8-9=-25/535,7-8=-107/670 WEBS 3-8=-164/360,3-9=-158/345,2-11=-829/153,4-7=-793/108 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-3-12 to3-3-12, Interior(1)3-3-12 to10-5-0,Exterior(2R)10-5-0 to13-5-0, Interior(1)13-5-0 to21-5-12 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 tobearingplatecapableofwithstanding154 lbupliftatjoint11and174lbupliftat 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-GramercyTownhomesLots4-5-6 T01 36 12004743-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:04 Page: 1 ID:h4zOuDAc_VcftdAscRHlYHzoZeV-Nn4wzhlAzlaZqiSzQgNTLhSW_ooedB7dNHGufazoXcf DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x4 =3x5 =3x4 4x4 =3x4 4x6 =3x4 4x4 =3x5 3x4 10 9 8 7 6 51 2 4 1411 1312 3 B1 B2 5-2-4 5-2-4 5-0-12 10-3-0 5-0-12 15-3-12 5-4-4 20-8-0 6-9-0 13-7-8 6-10-8 6-10-8 7-0-8 20-8-0Scale = 1:47.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.06 6-7 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.12 6-7 >999 240 TCDL 10.0 RepStress Incr YES WB 0.82 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:101 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 sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=721/Mechanical,(min.0-1-8),10=721/0-4-0,(min.0-1-8) Max Horiz10=-244(LC12) Max Uplift6=-154(LC17),10=-153(LC16) Max Grav6=815(LC2),10=815(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-832/250,11-12=-758/260,3-12=-737/276,3-13=-747/280,13-14=-769/264,4-14=-842/254 BOT CHORD 9-10=-173/728,8-9=-173/728,7-8=-44/529,6-7=-133/675 WEBS 3-7=-164/365,3-8=-158/345,2-10=-830/152,4-6=-822/146 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-3-12 to3-3-12, Interior(1)3-3-12 to10-5-0,Exterior(2R)10-5-0 to13-5-0, Interior(1)13-5-0 to20-8-4 zone; cantilever leftandrightexposed ; end verticalleft 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 tobearingplatecapableofwithstanding153 lbupliftatjoint10and154lbupliftat 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-GramercyTownhomesLots4-5-6 T02 14 12004743-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:04 Page: 1 ID:QWQjNCzVaUjt47KFeRxvP_zoZau-Nn4wzhlAzlaZqiSzQgNTLhSW_ooedBqdNHGufazoXcf DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x5 =3x5 =3x4 4x4 =3x4 4x6 =3x4 4x4 =3x5 3x5 11 10 9 8 7 1 2 6 53 1512 1413 4 B1 B2 0-7-12 -0-7-12 5-0-1 10-5-0 5-0-1 15-5-1 5-4-15 20-10-0 5-4-15 5-4-15 6-8-1 13-9-1 7-0-15 20-10-0 7-0-15 7-0-15Scale = 1:47.5 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 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.12 7-8 >999 240 TCDL 10.0 RepStress Incr YES WB 0.84 Horz(CT)0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:103 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 sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=726/0-6-0,(min.0-1-8),11=768/0-6-0,(min.0-1-8) Max Horiz11=252(LC13) Max Uplift7=-156(LC17),11=-175(LC16) Max Grav7=821(LC2),11=870(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-12=-845/257,12-13=-774/266,4-13=-752/283,4-14=-754/283,14-15=-777/266,5-15=-849/257,2-11=-283/163 BOT CHORD 10-11=-178/743,9-10=-178/743,8-9=-45/536,7-8=-134/680 WEBS 4-8=-165/365,4-9=-165/360,3-11=-796/108,5-7=-825/147 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-7-12 to2-4-4, Interior(1)2-4-4 to10-5-0,Exterior(2R)10-5-0 to13-5-0, Interior(1)13-5-0 to20-8-4 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 tobearingplatecapableofwithstanding175 lbupliftatjoint11and156lbupliftat 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-GramercyTownhomesLots4-5-6 T03 2 12004743-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:04 Page: 1 ID:bdatgz6P_s5JvpgMoFdVMJzoZaj-Nn4wzhlAzlaZqiSzQgNTLhSW9ooedAWdNHGufazoXcf DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 =3x4 1.5x4 =4x4 =3x4 51 6 42 1413 3 B1 0-9-12 7-11-12 0-9-12 -0-9-12 3-7-0 3-7-0 3-7-0 7-2-0 3-7-0 3-7-0 3-7-0 7-2-0 0-4-7 Scale = 1:26.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)0.02 6-12 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)-0.02 6-9 >999 240 TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:20 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor8-3-2ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=295/0-4-0,(min.0-1-8),4=295/0-4-0,(min.0-1-8) Max Horiz2=-27(LC17) Max Uplift2=-178(LC12),4=-178(LC13) Max Grav2=355(LC23),4=355(LC24) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-13=-473/601,3-13=-444/604,3-14=-444/604,4-14=-473/601 BOT CHORD 2-6=-480/421,4-6=-480/421 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-9-12 to2-2-4, Interior(1)2-2-4 to3-7-0,Exterior(2R)3-7-0 to6-5-13, Interior(1)6-5-13 to7-11-12zone; cantileverleftandrightexposed ; endverticalleftand rightexposed;porch leftandrightexposed;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 tobearingplatecapableofwithstanding178 lbupliftatjoint2and178 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-GramercyTownhomesLots4-5-6 T04 4 12004743-12T Common Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:05 Page: 1 ID:UCPgDmmv1m1W?GNxWJ6O4vzoZZs-rzeIB1lok3iQSs19_Ouiuv?jmBBqMqymcx0RB0zoXce DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 MT18HS3x10 5x10 =5x8 4x44x6 =8x8 4x4 =4x6 =5x6 =4x8 4x4 =4x4 =5x6 4x4 =4x4 4x6 4x4 =6x8 5x10 5x10 22 21 20 19 18 17 1615 14 13 121112 27 23 10 3 4 9 8 5 24 72526 6 B1 B3B1B2 0-2-12 50-4-0 0-7-12 50-11-12 0-2-12 0-2-12 0-7-12 -0-7-12 6-5-937-1-2 6-5-943-6-11 6-6-950-1-46-5-930-7-97-11-716-2-98-0-78-3-3 7-11-724-2-0 6-5-937-1-26-5-930-7-9 6-5-943-6-11 6-9-550-4-07-11-716-2-9 7-11-724-2-08-3-38-3-3 Scale =1:85.4 Plate Offsets(X,Y):[14:0-3-8,0-3-0], [20:0-4-0,0-4-8], [21:0-3-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)-0.22 17 >999 360 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.66 Vert(CT)-0.43 17-18 >999 240 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.80 Horz(CT)0.12 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:298 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPF No.2*Except*W1,W15:2x6SPF No.2, W3,W5,W11,W12,W13:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-9-13ocbracing. WEBS 1Rowatmidpt 7-18,5-18,3-20,8-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)13=1810/0-6-0,(min.0-3-3),22=1810/0-6-0,(min.0-3-3) MaxHoriz22=-125(LC17) MaxUplift13=-510(LC13),22=-497(LC12) Max Grav13=2048(LC2),22=2048(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-23=-3277/910,3-23=-3196/923,3-4=-3319/974,4-5=-3247/996,5-24=-2775/892,24-25=-2719/899,6-25=-2692/915, 6-26=-2692/921,7-26=-2755/903,7-8=-3345/1028,8-9=-3690/1092,9-10=-3771/1082,10-27=-3567/1017, 11-27=-3646/1007,2-22=-1953/673,11-13=-1949/659 BOTCHORD 21-22=-180/289,20-21=-764/3032,19-20=-743/3077,18-19=-743/3077,17-18=-727/3115,16-17=-874/3525, 15-16=-874/3525,14-15=-892/3386,13-14=-163/446 WEBS 6-18=-338/1295,7-18=-922/350,5-18=-788/325,3-21=-497/250,2-21=-701/2838,5-20=0/301,7-17=-87/504, 8-17=-588/234,10-14=-447/216,11-14=-740/2988 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)-0-7-12 to4-4-10, Interior(1)4-4-10 to24-2-0,Exterior(2R)24-2-0 to29-2-6, Interior(1)29-2-6 to50-11-12zone; cantileverleftandrightexposed ; end vertical left 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)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding497 lbupliftatjoint22and510lbupliftat joint13. 9)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-GramercyTownhomesLots4-5-6 T05 7 12004743-12T Common Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0412:16:05 Page: 1 ID:MTglbjX6_ii?JIa1II5eH5zoZNF-rzeIB1lok3iQSs19_Ouiuv?gpB4eMeNmcx0RB0zoXce DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 =4x6 3x6 =6x6 =4x6 =5x6 =4x6 3x6 4x6 25 49 48 47 46 45 44 4342 4140 39 38 37 36 35 34 33 3231 30 29 28 27 26 1 6022455323 4 22521620 7 19 8 18 9 175659101658571115 12 14 13 B1 B4B3B2 1-4-7 49-5-1023-11-348-1-324-2-024-2-0 49-5-10 0-4-13 Scale = 1:80.1 Plate Offsets(X,Y):[43:0-3-0,0-1-4] 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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.01 25 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:248 lb FT =20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x6SPFNo.2 OTHERS 2x4SPFStud*Except*ST11,ST10:2x4SPFNo.2 BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings49-8-3. (lb)-MaxHoriz1=-158(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)25,27,28,29,30,31,33, 34,35,36,38,39,41,42,44,45,46,47,48,1except26=-125 (LC13),49=-117(LC16) MaxGravAllreactions250(lb)or lessat joint(s)25,27,28,29,30,31, 33,34,35,36,37,38,39,41,42,44,45,46,47,48,1except 26=440(LC2),49=341(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-0 to4-11-6, Interior(1)4-11-6 to24-2-0,Exterior(2R)24-2-0 to29-1-6, Interior(1)29-1-6 to49-5-10zone; cantileverleftandrightexposed ; endvertical left 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), seeStandardIndustry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)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 CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snowloadshavebeen considered for thisdesign. 6)Allplatesare2x4MT20unlessotherwise indicated. 7)Gablerequirescontinuousbottom chordbearing. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,25,38,39,41,42,44,45,46,47,48,36,35,34,33,31, 30,29,28,27,1except(jt=lb)49=117,26=125. 11)This trussisdesignedinaccordance with the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 V01 2 12004743-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 S Jul272019MiTekIndustries, Inc.TueFeb0412:16:05 Page: 1 ID:DtP0gt9zDCUoFTbf3jmW?3zoZeW-rzeIB1lok3iQSs19_Ouiuv?kLBCTMoOmcx0RB0zoXce DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 3x5 3x6 =3x6 =5x6 =3x6 3x6 3x5 1 13 24 23 22 21 20 19 18 17 16 15 14 3229212311 4 10 5 9 30 31 6 8 7 B1 B1B2 0-10-7 42-7-4 20-5-341-8-1321-3-1021-3-10 42-7-4 0-0-4 Scale =1:69.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.27 Horiz(TL)0.01 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:135 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 Allbearings42-7-4. (lb)-MaxHoriz1=-128(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,13,15,23except14=-139 (LC13),16=-109(LC13),18=-119(LC17),20=-120(LC16), 22=-109(LC12),24=-140(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,13except14=436(LC 36),15=285(LC2),16=326(LC2),18=397(LC23),19=361 (LC2),20=397(LC22),22=326(LC2),23=285(LC2), 24=436(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-29=-306/115 BOTCHORD 1-24=-101/284 WEBS 7-19=-280/31,6-20=-318/173,2-24=-292/172,8-18=-318/173,12-14=-292/172 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-12 to4-3-14, Interior(1)4-3-14 to21-4-6,Exterior(2R)21-4-6 to25-4-6, Interior(1)25-4-6 to42-8-0 zone; cantileverleftandrightexposed ; end vertical left 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)Allplatesare1.5x4MT20unlessotherwise indicated. 6)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,23,15,13except(jt=lb)20=119,22=109,24=140, 18=119,16=109,14=139. 9)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-GramercyTownhomesLots4-5-6 V02 2 12004743-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0412:16:06 Page: 1 ID:k0f7p6G?sbbDj0zKTy0f_OzoaKH-JACgONmQVNqH3?cMY5PxQ6XuCbXb5Dvwqal?kSzoXcd DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 3x4 3x4 =3x4 =4x4 =3x4 3x4 3x4 1 11 20 19 18 17 16 15 14 13 12 3025 2 1039 4 8 26 29 5 72728 6 B1 B3B2 0-10-7 34-7-4 16-5-3 33-8-13 17-3-10 17-3-10 34-7-4 0-0-4 Scale =1:58 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:102 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 Allbearings34-7-4. (lb)-MaxHoriz1=103(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,11,13,19except12=-142 (LC17),14=-123(LC17),18=-123(LC16),20=-142(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,11except12=436(LC 36),13=281(LC2),14=400(LC23),16=370(LC2),18=400 (LC22),19=281(LC2),20=436(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-25=-292/124 BOTCHORD 1-20=-118/270 WEBS 6-16=-293/60,5-18=-315/168,2-20=-293/163,7-14=-315/168,10-12=-293/163 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-12 to3-6-4, Interior(1)3-6-4 to17-4-6,Exterior(2R)17-4-6to20-9-14, Interior(1)20-9-14 to34-8-0 zone; cantileverleftandrightexposed ; end vertical left 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)Allplatesare1.5x4MT20unlessotherwise indicated. 6)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,19,13,11except(jt=lb)18=123,20=142,14=123, 12=141. 9)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-GramercyTownhomesLots4-5-6 V03 2 12004743-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0412:16:06 Page: 1 ID:bM3S69vk?eykMCt5IBqV9jzoZb_-JACgONmQVNqH3?cMY5PxQ6XuCbXm5FAwqal?kSzoXcd DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 3x4 =3x4 =4x4 3x4 1 7 13 12 11 10 9 8 2318 2 6 2219 3 5 2120 4 B1 B2 0-10-7 26-7-4 12-5-3 25-8-13 13-3-10 13-3-10 26-7-4 0-0-4 Scale =1:46 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:73 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 Allbearings26-7-4. (lb)-MaxHoriz1=79(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7,10except8=-139(LC 17),9=-110(LC17),12=-110(LC16),13=-140(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=427(LC 36),9=359(LC23),10=416(LC2),12=359(LC22),13=427 (LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-18=-271/163 BOTCHORD 1-13=-154/251 WEBS 4-10=-325/96,3-12=-297/159,2-13=-285/158,5-9=-297/159,6-8=-285/158 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-12 to3-0-12, Interior(1)3-0-12 to13-4-6,Exterior(2R)13-4-6 to16-4-6, Interior(1)16-4-6 to26-8-0 zone; cantileverleftandrightexposed ; end vertical left 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)Allplatesare1.5x4MT20unlessotherwise indicated. 6)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7,10except(jt=lb)12=109,13=139,9=109,8=139. 9)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-GramercyTownhomesLots4-5-6 V04 2 12004743-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0412:16:06 Page: 1 ID:bM3S69vk?eykMCt5IBqV9jzoZb_-JACgONmQVNqH3?cMY5PxQ6XuCbXm5F6wqal?kSzoXcd DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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 3x4 1.5x4 1.5x4 =3x4 =3x4 1.5x4 1.5x4 =3x4 1.5x4 1.5x4 3x4 1 71623 11 10 9 8 17 22 2118 19 20 2 6 4 53 T2 B1 B2 0-10-7 18-7-4 1-8-12 10-2-0 7-6-13 17-8-13 8-5-4 8-5-4 18-7-4 0-0-4 0-1-13 Scale =1:34.1 Plate Offsets(X,Y):[3:0-2-0,Edge], [5:0-2-0,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 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.27 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:47 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins, except 2-0-0ocpurlins(10-0-0max.):3-5. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings18-7-4. (lb)-MaxHoriz1=48(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7,9except8=-145(LC 17),11=-146(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=556(LC 40),9=355(LC40),11=555(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-16=-281/130,1-16=-265/133,2-19=-62/289,6-20=-59/289,7-23=-266/131,7-23=-282/128 BOTCHORD 1-11=-212/257 WEBS 4-9=-321/161,2-11=-395/209,6-8=-396/209 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-12 to3-0-12, Interior(1)3-0-12 to8-6-0,Exterior(2E)8-6-0 to10-2-12,Exterior(2R)10-2-12 to14-5-11, Interior(1)14-5-11 to18-8-0 zone; cantilever leftand rightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;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:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 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)1,7,9except(jt=lb)11=146,8=144. 11)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots4-5-6 V05 2 12004743-12T Valley Job Reference(optional) Run:8.31SJul272019 Print:8.310SJul272019MiTekIndustries, Inc.TueFeb0412:16:06 Page: 1 ID:yKsL9sytpAb0Tzl35kPgsnzoZav-JACgONmQVNqH3?cMY5PxQ6XsfbWz5Gjwqal?kSzoXcd DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x5 1.5x4 =4x4 3x5 1 3 4 129 1110 2 B1 0-5-3 11-4-4 5-2-15 10-11-1 5-8-2 5-8-2 11-4-4 0-0-4 Scale = 1:31.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:31 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=-13/11-4-4,(min.0-1-8),3=-13/11-4-4,(min.0-1-8), 4=830/11-4-4,(min.0-1-8) Max Horiz1=99(LC13) Max Uplift1=-79(LC23),3=-79(LC22),4=-239(LC16) Max Grav1=47(LC35),3=60(LC16),4=939(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-226/372,9-10=-216/397,2-10=-211/481,2-11=-209/481,11-12=-215/397,3-12=-225/372 BOT CHORD 1-4=-389/280,3-4=-389/280 WEBS 2-4=-730/381 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-6 to3-0-6, Interior(1)3-0-6 to5-8-8,Exterior(2R)5-8-8 to8-8-8, Interior(1)8-8-8 to11-4-10 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 tobearingplatecapableofwithstanding79 lbupliftat joint1,79 lbupliftatjoint3and239 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-GramercyTownhomesLots4-5-6 V06 2 12004743-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:06 Page: 1 ID:SjdYVPDIz1e6vxTKbgAr2pzoZQE-JACgONmQVNqH3?cMY5PxQ6Xp?bUx5EXwqal?kSzoXcd DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x4 =4x4 1.5x4 3x4 1 3 4 2 B1 0-5-3 7-4-4 3-2-15 6-11-1 3-8-2 3-8-2 7-4-4 0-0-4 Scale = 1:27.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:19 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor7-5-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=40/7-4-4,(min.0-1-8),3=40/7-4-4,(min.0-1-8),4=441/7-4-4, (min.0-1-8) Max Horiz1=62(LC15) Max Uplift1=-4(LC23),3=-15(LC12),4=-110(LC16) Max Grav1=88(LC22),3=88(LC23),4=498(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-349/224 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-6 to3-0-6, Interior(1)3-0-6 to3-8-8,Exterior(2R)3-8-8 to6-5-7, Interior(1)6-5-7 to7-4-10 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 tobearingplatecapableofwithstanding4lbupliftat joint1,15lbupliftatjoint3and110 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-GramercyTownhomesLots4-5-6 V07 2 12004743-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:07 Page: 1 ID:SjdYVPDIz1e6vxTKbgAr2pzoZQE-nMm2cjn3Ggz8h9BY6pwAzK441?ucqj833EVYGuzoXcc DE Job # 72154-W1 Dansco Engineering, LLC Date: 02/04/2020 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. 8 12 3x4 =3x4 3x4 1 3 2 B1 0-5-3 3-4-4 1-2-15 2-11-1 1-8-2 1-8-2 3-4-4 1-1-11 0-0-4 Scale = 1:24.4 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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-5-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=119/3-4-4,(min.0-1-8),3=119/3-4-4,(min.0-1-8) Max Horiz1=26(LC15) Max Uplift1=-27(LC16),3=-27(LC17) Max Grav1=134(LC2),3=134(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=5.0psf;BCDL=5.0psf;h=30ft; 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 tobearingplatecapableofwithstanding27 lbupliftat joint1and27 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-GramercyTownhomesLots4-5-6 V08 2 12004743-12T Valley Job Reference(optional) Run:8.31 S Jul272019 Print:8.310 SJul272019MiTekIndustries,Inc.TueFeb0412:16:07 Page: 1 ID:SjdYVPDIz1e6vxTKbgAr2pzoZQE-nMm2cjn3Ggz8h9BY6pwAzK45l?vKqkN33EVYGuzoXcc