Loading...
HomeMy WebLinkAbout42240012 - WWC 12 - 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: 2004854-12T 81 truss design(s) 72717-W1 03/02/2020 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# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. MT18HS3x10 =6x8 =MT18HS10x14 =5x6 4x6 =8x8 =4x12 =6x8 =4x6 =4x4 =4x8 2x4 =4x8 =6x8 =4x4 =6x6 =4x8 =6x6 =6x6 =6x8 3x10 19 41 4218431744 451646 47 4815491450 13 51 521253 54 55 11 21 39 4020 122 23224 25326 27 28429530 31632 33 7 34835936 37 3810 T1 T3T2 B1 B3 B5B4 3-6-03-6-0 5-3-98-9-9 5-5-519-8-45-5-514-2-15 5-5-525-1-9 5-5-530-6-15 5-7-136-2-0 3-6-03-6-0 5-3-98-9-9 5-5-519-8-4 5-5-525-1-95-5-514-2-15 5-5-530-6-15 5-7-136-2-0 Scale=1:61.8 PlateOffsets(X,Y):[12:0-1-12,0-2-8], [18:0-3-8,0-4-4], [20:0-3-8,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.65 Vert(LL)0.4115-16>999240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.96 Vert(CT)-0.5615-16>776180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT)0.0711n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:227 lbFT=20% LUMBER TOP CHORD2x6SPFNo.2 BOT CHORD2x6SPFNo.2*Except*B2:2x4SPFNo.2,B5,B4:2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W2,W6:2x4SPF No.2,W4:2x4SPF1650F 1.5E BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-8-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor5-1-12ocbracing. WEBS 1Rowatmidpt 10-11,3-20,10-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=2463/Mechanical,(min.0-1-8),21=2456/Mechanical,(min. 0-1-8) Max Uplift11=-1194(LC8),21=-1192(LC8) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-21=-2295/1124,1-22=-2597/1267,22-23=-2597/1267,2-23=-2597/1267,2-24=-2609/1280,24-25=-2609/1280, 3-25=-2609/1280,3-26=-5562/2696,26-27=-5562/2696,27-28=-5562/2696,4-28=-5562/2696,4-29=-5760/2791, 5-29=-5760/2791,5-30=-5760/2791,30-31=-5760/2791,6-31=-5760/2791,6-32=-5760/2791,32-33=-5760/2791, 7-33=-5760/2791,7-34=-4933/2391,8-34=-4933/2391,8-35=-4933/2391,9-35=-4933/2391,9-36=-3047/1477, 36-37=-3047/1477,37-38=-3047/1477,10-38=-3047/1477,10-11=-2364/1187 BOTCHORD 2-20=-410/254,19-41=-231/510,41-42=-231/510,18-42=-231/510,18-43=-2074/4277,17-43=-2074/4277, 17-44=-2074/4277,44-45=-2074/4277,16-45=-2074/4277,16-46=-2696/5562,46-47=-2696/5562,47-48=-2696/5562, 15-48=-2696/5562,15-49=-2391/4933,14-49=-2391/4933,14-50=-2391/4933,13-50=-2391/4933,13-51=-1477/3047, 51-52=-1477/3047,12-52=-1477/3047 WEBS 1-20=-1631/3344,18-20=-1876/3833,3-20=-1889/899,3-18=-568/384,3-16=-760/1569,4-16=-700/438,6-15=-553/368, 7-15=-489/1011,7-13=-1130/644,9-13=-1116/2303,9-12=-1930/1048,10-12=-1785/3684 NOTES 1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 3)Unbalanced snowloadshavebeenconsidered for thisdesign. 4)Provideadequatedrainage topreventwaterponding. 5)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1192 lbupliftat joint21and1194 lbupliftatjoint11. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G01 1 12004854-12T RoofSpecialGirder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:49:33 Page: 1 ID:7XcIDlgHOFvRhpdvjrwGxmyYTbD-nHexNguJOAUhsFdDDqiEAbw8RSTsSyWb7q_VuFzgF8n Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)96 lbdownand59 lbupat1-1-4,96lbdownand59 lbupat3-1-4,125 lb downand98lbupat5-1-4,125 lbdownand98lbupat7-1-4,125 lbdownand98lbupat9-1-4,125 lbdownand98lbupat11-1-4,125lbdownand98lbupat13-1-4, 125 lbdownand98 lbupat15-1-4,125lbdownand98 lbupat17-1-4,125 lbdownand98 lbupat19-1-4,125 lbdownand98 lbupat21-1-4,125 lbdownand98 lbupat 23-1-4,125 lbdownand98 lbupat25-1-4,125 lbdownand98 lbupat27-1-4,125lbdownand98lbupat29-1-4,125 lbdownand98 lbupat31-1-4,and125 lbdown and98 lbupat33-1-4,and125 lbdownand99 lbupat35-1-4ontop chord,and61 lbdownand67lbupat1-1-4,60lbdownand68 lbupat3-1-4,38 lbdownand28 lb upat5-1-4,38 lbdownand28 lbupat7-1-4,38lbdownand28 lbupat9-1-4,38 lbdownand28 lbupat11-1-4,38 lbdownand28 lbupat13-1-4,38 lbdownand28 lb upat15-1-4,38 lbdownand28 lbupat17-1-4,38 lbdownand28 lbupat19-1-4,38 lbdownand28 lbupat21-1-4,38lbdownand28 lbupat23-1-4,38 lbdownand28 lbupat25-1-4,38 lbdownand28 lbupat27-1-4,38 lbdownand28 lbupat29-1-4,38 lbdownand28 lbupat31-1-4,and38 lbdownand28 lbupat33-1-4,and39 lb downand27lbupat35-1-4onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. 11)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-10=-61,20-21=-20,11-19=-20 ConcentratedLoads(lb) Vert:7=-84(F),13=-28(F),22=-53(F),23=-52(F),24=-84(F),25=-84(F),26=-84(F),27=-84(F),28=-84(F),29=-84(F),30=-84(F),31=-84(F),32=-84(F), 33=-84(F),34=-84(F),35=-84(F),36=-84(F),37=-84(F),38=-86(F),39=-61(F),40=-60(F),41=-28(F),42=-28(F),43=-28(F),44=-28(F),45=-28(F), 46=-28(F),47=-28(F),48=-28(F),49=-28(F),50=-28(F),51=-28(F),52=-28(F),53=-28(F),54=-28(F),55=-29(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G01 1 12004854-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:49:33 Page: 2 ID:7XcIDlgHOFvRhpdvjrwGxmyYTbD-nHexNguJOAUhsFdDDqiEAbw8RSTsSyWb7q_VuFzgF8n DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x6 4x6 2x4 =5x8 4x8 =3x4 =6x6 =6x12 =4x6 3x4 =6x6 =3x8 =3x8 1.5x4 =3x6 =3x8 =5x6 1.5x4 =6x8 =6x6 =5x6 4x6 3x6 25 24 20 4142431944451846474817164950 15515214 13 1 2 22 40 2123 3 12 527282963031327338 343593637 103826 394 11 T2 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-5-32-6-15 3-4-69-0-03-0-115-7-10 1-8-1036-9-05-1-714-1-7 5-1-735-0-65-3-319-4-9 5-3-329-10-155-3-324-7-12 0-3-4 24-11-0 1-6-1436-9-02-6-02-6-0 2-11-145-5-14 3-6-29-0-0 4-11-1529-10-155-1-714-1-7 5-3-319-4-9 5-3-324-7-12 5-3-335-2-2 Scale=1:66.2 PlateOffsets(X,Y):[2:0-2-14,0-2-0], [3:0-1-8,0-2-0], [16:0-2-12,0-0-4], [21:0-2-8,0-2-8],[23:0-2-8,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.40 Vert(LL)0.3518-19>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.86 Vert(CT)-0.4918-19>897180 TCDL 10.0 RepStress Incr NO WB 0.86 Horz(CT)0.1713n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:360 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W9:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-9-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. REACTIONS (lb/size)13=2513/Mechanical,(min.0-1-8),25=2538/0-6-0,(min.0-2-0) Max Horiz25=162(LC57) Max Uplift13=-1210(LC8),25=-1189(LC9) Max Grav13=2636(LC36),25=2561(LC36) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-4946/2444,3-4=-4970/2535,4-26=-6199/3062,5-26=-6202/3061,5-27=-6102/3019,27-28=-6102/3019, 28-29=-6102/3019,6-29=-6102/3019,6-30=-6151/2933,30-31=-6151/2933,31-32=-6151/2933,7-32=-6151/2933, 7-33=-6151/2933,8-33=-6151/2933,8-34=-6151/2933,34-35=-6151/2933,9-35=-6151/2933,9-36=-3777/1779, 36-37=-3777/1779,10-37=-3777/1779,10-38=-3781/1781,38-39=-3777/1780,11-39=-3775/1780,11-12=-1090/542, 2-25=-2494/1203,12-13=-2637/1210 BOTCHORD 22-23=-2338/4401,22-40=-2269/4313,21-40=-2269/4313,5-21=-554/280,20-41=-264/594,41-42=-264/594, 42-43=-264/594,19-43=-264/594,19-44=-2899/5932,44-45=-2899/5932,18-45=-2899/5932,18-46=-2619/5454, 46-47=-2619/5454,47-48=-2619/5454,17-48=-2619/5454,16-17=-2619/5454,16-49=-2619/5454,49-50=-2619/5454, 15-50=-2619/5454,15-51=-521/1046,51-52=-521/1046,14-52=-521/1046 WEBS 3-22=-391/171,4-22=-434/662,4-21=-1180/2542,19-21=-2685/5438,6-21=-206/259,6-19=-885/539,6-18=-151/330, 7-18=-539/359,9-18=-466/875,9-17=0/289,9-15=-2103/1027,10-15=-704/401,11-15=-1630/3479,11-14=-2004/1025, 12-14=-1102/2345,2-23=-1994/3977 NOTES 1)2-plytruss tobeconnected togetherwith10d(0.131"x3")nailsas follows: Topchords connectedas follows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x4-1rowat0-9-0oc. Web connectedas follows:2x4-1rowat0-9-0oc. 2)Allloadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Plytoply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exteriorzone;cantilever left andrightexposed ; end vertical leftandrightexposed;LumberDOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 6)Unbalanced snowloadshavebeenconsidered for thisdesign. 7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 8)Provideadequatedrainage topreventwaterponding. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G02 1 22004854-12T Hip Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:49:55 Page: 1 ID:OfioJGIb5o1VSAENMab47TyYMNU-B7sVaV8shJ?rFK93O03xzpldGWJ881TXjxqZb5zgF8T Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10)Refertogirder(s) for trusstotruss connections. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1189 lbupliftat joint25and1210 lbupliftat joint13. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)175 lbdownand67lbupat5-7-10,59 lbdownat7-8-6,115 lbdownand 116 lbupat9-8-6,115 lbdownand116 lbupat11-8-6,115 lbdownand116 lbupat13-8-6,115lbdownand116 lbupat15-8-6,115 lbdownand116lbupat17-8-6,115 lbdownand116 lbupat19-8-6,115 lbdownand116 lbupat21-8-6,115 lbdownand116 lbupat23-8-6,115 lbdownand116 lbupat25-8-6,115 lbdownand116 lbup at27-8-6,115 lbdownand116 lbupat29-8-6,115 lbdownand116lbupat31-8-6,and115 lbdownand116 lbupat33-8-6,and115 lbdownand119 lbupat35-0-6on top chord,and378 lbdownand380 lbupat5-7-10,149 lbdownand159 lbupat7-8-6,38 lbdownand28lbupat9-8-6,38 lbdownand28 lbupat11-8-6,38 lbdownand 28 lbupat13-8-6,38 lbdownand28 lbupat15-8-6,38 lbdownand28 lbupat17-8-6,38 lbdownand28 lbupat19-8-6,38 lbdownand28 lbupat21-8-6,38 lbdown and28 lbupat23-8-6,38 lbdownand28 lbupat25-8-6,38 lbdownand28 lbupat27-8-6,38 lbdownand28 lbupat29-8-6,38 lbdownand28lbupat31-8-6,and38 lbdownand28 lbupat33-8-6,and38 lbdownand28 lbupat34-11-9onbottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-11=-61,11-12=-51,24-25=-20,21-23=-20,13-20=-20 ConcentratedLoads(lb) Vert:4=-8(B),8=-84(B),22=-378(B),10=-84(B),15=-28(B),11=-88(B),14=-28(B),27=-84(B),28=-84(B),29=-84(B),30=-84(B),32=-84(B),33=-84(B), 34=-84(B),36=-84(B),37=-84(B),38=-84(B),39=-84(B),40=-149(B),41=-28(B),42=-28(B),43=-28(B),44=-28(B),45=-28(B),46=-28(B),47=-28(B), 48=-28(B),49=-28(B),50=-28(B),51=-28(B),52=-28(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G02 1 22004854-12T HipGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:49:55 Page: 2 ID:OfioJGIb5o1VSAENMab47TyYMNU-B7sVaV8shJ?rFK93O03xzpldGWJ881TXjxqZb5zgF8T DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 1.5x4 =4x8 5x6 =5x12 3x6 4x4 =3x8 3x6 =8x8 2x4 4x12 =5x6 =8x8 5x8 4x4 16 15 14 13 1221 11 10 9 8 1 2 76 201735 18 19 4 T1 T3 B1 B2 0-9-12 22-3-12 0-2-12 21-6-0 2-1-5 19-7-11 1-7-9 21-3-4 3-3-3 17-6-7 3-3-3 7-8-13 4-5-9 4-5-9 3-3-3 14-3-3 3-3-3 11-0-0 1-8-9 21-6-0 2-4-13 19-9-7 2-11-11 17-4-11 3-4-15 14-4-15 4-7-5 4-7-5 6-4-11 11-0-0Scale = 1:47 Plate Offsets(X,Y):[2:0-3-0,0-2-3], [7:0-3-0,0-2-1], [11:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)-0.1114-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.85 Vert(CT)-0.2214-15>999180 TCDL 10.0 RepStress Incr NO WB 0.93 Horz(CT)0.0410n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:119 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x6SPF No.2 WEBS 2x4SPFStud*Except*W14:2x6SPF No.2,W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1738/0-6-0,(min.0-3-5),16=941/0-6-0,(min.0-1-12) Max Horiz16=-246(LC66) Max Uplift10=-388(LC13),16=-152(LC12) Max Grav10=2108(LC41),16=1112(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-16=-1061/168,1-2=-1953/203,2-17=-2484/308,3-17=-2317/322,3-18=-1419/247,4-18=-1305/269,4-19=-1305/266, 5-19=-1417/243,5-20=-1884/304,6-20=-2051/290,6-7=-1317/281,7-8=-1816/346,8-10=-2107/392 BOT CHORD 14-15=-145/1317,13-14=-126/1486,12-13=-368/2695,12-21=-362/2645,11-21=-362/2645 WEBS 1-15=-234/2153,2-15=-1744/304,6-12=-101/792,6-11=-1862/211,7-11=-121/985,8-11=-244/1552,3-14=-582/206, 4-14=-258/1383,5-14=-896/288,5-13=-163/844,6-13=-1468/341,3-15=-140/1004 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 zone; cantilever left andrightexposed ; end vertical leftandrightexposed;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding152 lbupliftatjoint16and388lbupliftat joint10. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)66 lbdownand91 lbupat19-7-11on topchord,and933lbdownand173 lbupat17-10-12,and196 lbdownand94 lbupat19-6-10onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-61,2-4=-51,4-6=-51,6-7=-61,7-8=-51,8-9=-51,10-16=-20 ConcentratedLoads(lb) Vert:11=-196,21=-870 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G03 1 12004854-12T RoofSpecial Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:50:00 Page: 1 ID:?UmzOAwPI5cib2aGZVnho4yY0oT-UlJZcjQw1h0R80_go3UZytlihBVqltE3FgeqSizgF85 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 =MT18HS6x12 =MT18HS6x12 =10x10 =MT18HS5x12 =MT18HS10x14 4x6 5x10 =12x12 4x6 =8x8 =MT18HS5x12 =10x10 =8x8 =6x8 12x12 10 19 24 25 18 171626 1527 2814 291330 12 11 9 87123 2320 64 21 22 5 T1 T3 B1 B2 0-3-10 21-6-0 0-9-12 22-3-12 2-1-5 18-11-5 2-7-0 2-7-0 2-7-0 5-2-0 2-3-1 21-2-6 2-11-0 8-1-0 2-11-0 16-10-0 2-11-0 13-11-0 2-11-0 11-0-0 2-4-13 19-1-1 2-4-15 21-6-0 2-9-4 8-1-0 2-9-4 16-8-4 2-11-0 13-11-0 2-11-0 11-0-0 5-3-12 5-3-12Scale =1:47.3 Plate Offsets(X,Y):[2:0-3-0,0-2-0], [3:0-8-8,0-2-0], [4:0-0-12,0-1-8], [6:0-1-0,0-1-12], [7:0-3-8,0-4-8], [8:0-5-12,0-4-0], [11:0-4-4,0-2-0], [12:0-3-8,0-3-0], [13:0-3-8,0-5-0], [14:0-3-8,0-4-0], [17:0-5-0,0-5-0], [18:0-3-8,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.69 Vert(LL)-0.2015-16>999240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.65 Vert(CT)-0.3515-16>722180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.87 Horz(CT)0.0611n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:328 lbFT = 20% LUMBER TOPCHORD2x6SPF No.2*Except*T1:2x4SPF1650F1.5E BOTCHORD2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W1:2x6SPFNo.2,W6,W11,W2:2x4SPFNo.2, W8,W9,W3:2x4SPF1650F1.5E,W12:2x8SP2400F2.0E BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-3-10ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)11=8046/0-6-0,(min.0-3-8),19=9545/0-6-0,(min.0-4-0) MaxHoriz19=-252(LC8) MaxUplift11=-1633(LC13),19=-1249(LC12) MaxGrav11=8410(LC41),19=9670(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-403/75,2-3=-13839/1714,3-20=-11856/1535,4-20=-11734/1543,4-21=-8882/1268,5-21=-8717/1288, 5-22=-8726/1279,6-22=-8891/1274,6-23=-11492/1729,7-23=-11616/1715,7-8=-12655/2346,8-9=-8962/1797, 9-11=-8368/1687 BOTCHORD 19-24=-858/6685,24-25=-858/6685,18-25=-858/6685,17-18=-1677/13668,16-17=-1677/13668,16-26=-1112/9048, 15-26=-1112/9048,15-27=-1211/8785,27-28=-1211/8785,14-28=-1211/8785,14-29=-2244/12436,13-29=-2244/12436, 13-30=-1327/6970,12-30=-1327/6970,11-12=-145/848 WEBS 3-18=-3245/491,3-16=-6369/778,4-16=-597/5647,4-15=-4416/579,5-15=-1528/10666,6-15=-3879/897, 7-13=-4041/157,8-13=-1451/8850,8-12=-1560/70,9-12=-1277/6542,2-18=-1231/10192,2-19=-9701/1249, 6-14=-1009/5098,7-14=-4964/1457 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x6-2rows staggeredat0-9-0oc,2x4-1rowat0-4-0oc,2x8-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-4-0oc. 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)Provideadequatedrainage toprevent waterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G04 1 22004854-12T RoofSpecialGirder JobReference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:50:03 Page: 1 ID:Zo38ZObOUhKU_sOYSijHjUyY0l1-Q7QK1OSAZIH9NK82wUX11Iq?A_EMDnlMi_7xWazgF83 Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1249lbupliftat joint19and1633lbupliftat joint11. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)2150 lbdownand313 lbupat1-6-0,1480lbdownand170 lbupat3-6-0, 1687lbdownand178 lbupat5-6-0,1687 lbdownand178 lbupat7-6-0,1668 lbdownand174lbupat9-6-0,1570 lbdownand147 lbupat11-6-0,1484 lbdownand 117 lbupat13-6-0,and1637 lbdownand200 lbupat15-6-0,and2616 lbdownand1230 lbupat17-5-4onbottom chord.Thedesign/selectionof such connectiondevice (s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-3=-61,3-5=-51,5-7=-51,7-8=-61,8-9=-51,9-10=-51,11-19=-20 ConcentratedLoads(lb) Vert:17=-1687(B),18=-1687(B),24=-2150(B),25=-1480(B),26=-1668(B),27=-1570(B),28=-1484(B),29=-1637(B),30=-2616(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G04 1 22004854-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:50:03 Page: 2 ID:Zo38ZObOUhKU_sOYSijHjUyY0l1-Q7QK1OSAZIH9NK82wUX11Iq?A_EMDnlMi_7xWazgF83 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 =3x4 1.5x4 =8x8 =3x4 2x4 6 75 8 4 1 2 3 T1 B1 2-3-0 2-3-0 2-3-0 4-6-0 2-3-0 2-3-0 2-3-0 4-6-0 Scale = 1:27.2 Plate Offsets(X,Y):[5:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)-0.015-6>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.015-6>999180 TCDL 10.0 RepStress Incr NO WB 0.36 Horz(CT)n/a -n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:23 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x6SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=890/Mechanical,(min.0-1-8),6=703/0-4-0,(min.0-1-8) Max Horiz6=-69(LC8) Max Uplift4=-153(LC9),6=-128(LC8) Max Grav4=953(LC2),6=749(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-6=-571/114,1-2=-592/89,2-3=-592/89,3-4=-571/114 WEBS 3-5=-137/781,1-5=-137/781 NOTES 1)Wind:ASCE7-16;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 vertical leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Provideadequatedrainage topreventwaterponding. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding128 lbupliftatjoint6and153 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)682 lbdownand100lbupat1-6-12,and684 lbdownand95lbupat 3-6-12onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-61,4-6=-20 ConcentratedLoads(lb) Vert:7=-625,8=-627 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G05 1 12004854-12T FlatGirder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:50:22 Page: 1 ID:L2hff5iAT1IwYrgZT2?hiryYM7S-rzeuEEhjrSoKnOgu5hujrWfYx29HvybJI6z?CQzgF7l DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 5x8 5x10 =8x8 3x6 =8x8 4x6 3x6 =8x8 5x10 5x8 11 10 12 9 13 814 15 7 1 2 6 3 5 4 B1 0-9-12 -0-9-12 0-3-10 0-3-10 3-7-12 3-11-6 3-9-10 11-6-10 3-9-10 7-9-0 3-11-6 15-6-0 3-9-10 11-6-10 3-9-10 7-9-0 3-11-6 15-6-0 3-11-6 3-11-6Scale =1:45.3 Plate Offsets(X,Y):[8:0-3-8,0-4-8], [9:0-4-0,0-4-8], [10:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.29 Vert(LL)-0.069-10>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.119-10>999180 TCDL 10.0 RepStress Incr NO WB 0.88 Horz(CT)0.017n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:203 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W1:2x8SP2400F2.0E,W5:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-0-13ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)7=6060/0-6-0,(min.0-2-8),11=5032/0-6-0,(min.0-2-2) MaxHoriz11=216(LC9) MaxUplift7=-966(LC13),11=-1305(LC12) MaxGrav7=6110(LC20),11=5081(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-5802/1498,3-4=-4464/932,4-5=-4490/934,5-6=-5817/984,2-11=-4913/1265,6-7=-4730/801 BOTCHORD 10-11=-316/499,10-12=-1153/4396,9-12=-1153/4396,9-13=-690/4418,8-13=-690/4418,8-14=-162/938, 14-15=-162/938,7-15=-162/938 WEBS 3-10=-907/1758,2-10=-970/4078,3-9=-1490/834,4-9=-1083/5357,5-9=-1522/267,5-8=-165/1770,6-8=-577/3609 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc,2x8-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-4-0oc. 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 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 capableofwithstanding1305 lbupliftat joint11and966lbupliftat joint7. 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)2443lbdownand1214 lbupat4-0-0,1422 lbdownand180 lbupat 6-0-0,1467lbdownand162 lbupat8-0-0,1512 lbdownand188 lbupat10-0-0,and1561 lbdownand209lbupat12-0-0,and1575lbdownand213 lbupat14-0-0on bottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-6=-51,7-11=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G06 1 22004854-12T CommonGirder JobReference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:50:27 Page: 1 ID:I9P?e?A6w7fYKr8dq7rKrgyYObf-CxRnHylsg_QctAZstETuYaMN73rka5l2SNhmuezgF7g Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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:10=-2443(B),9=-1467(B),12=-1422(B),13=-1512(B),14=-1561(B),15=-1575(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G06 1 22004854-12T CommonGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:50:27 Page: 2 ID:I9P?e?A6w7fYKr8dq7rKrgyYObf-CxRnHylsg_QctAZstETuYaMN73rka5l2SNhmuezgF7g DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 1.5x4 3x5 =3x4 =5x6 =3x4 =4x4 =3x4 1.5x4 =4x8 =5x6 =3x4 1.5x4 4x12 =3x5 1.5x4 16 15 1423 13 24 12 25 261110 9 1 2 87 4 19 52018 2117 22 63 T2 T4 B1 B2 0-1-12 0-1-12 0-9-12 -0-9-12 1-1-10 15-2-12 1-6-4 16-9-0 1-6-2 1-7-14 4-1-3 5-9-1 4-1-3 14-1-2 4-2-15 9-11-15 0-10-2 15-1-0 1-6-2 1-6-2 1-8-0 16-9-0 4-2-15 14-2-14 4-2-15 9-11-15 4-2-15 5-9-1 Scale=1:35.7 PlateOffsets(X,Y):[3:0-3-0,0-2-1], [6:0-3-0,0-2-1] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.33 Vert(LL)-0.0812-13>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)-0.1212-13>999180 TCDL 10.0 RepStress Incr NO WB 0.54 Horz(CT)0.039n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-0-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=657/Mechanical,(min.0-1-8),16=700/0-6-0,(min.0-1-8) Max Horiz16=83(LC9) Max Uplift9=-403(LC9),16=-334(LC9) Max Grav9=896(LC38),16=889(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-745/308,3-17=-1727/588,17-18=-1727/588,4-18=-1728/587,4-19=-1834/647,5-19=-1834/647,5-20=-1835/648, 20-21=-1834/648,21-22=-1834/648,6-22=-1833/648,6-7=-1217/550,2-16=-893/335 BOTCHORD 14-15=-287/617,14-23=-287/617,13-23=-287/617,13-24=-609/1726,12-24=-609/1726,12-25=-455/959, 25-26=-455/959,11-26=-455/959,10-11=-429/880,9-10=-436/893 WEBS 3-15=-335/166,3-13=-373/1250,4-13=-496/196,5-12=-438/164,6-12=-242/1021,7-9=-1136/542,2-15=-283/725 NOTES 1)Unbalancedroof live 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)exteriorzone;cantilever left andrightexposed ; end vertical leftandrightexposed;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding403 lbupliftat joint9and334lbupliftat joint16. 10)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)124 lbdownand154 lbupat1-7-14,72lbdownand46lbupat3-9-0,72 lbdownand46 lbupat5-9-0,72 lbdownand46 lbupat7-9-0,72 lbdownand46 lbupat9-9-0,72 lbdownand46 lbupat11-9-0,67 lbdownand48 lbupat13-9-0,and 126 lbdownand152lbupat14-1-2,and43 lbdownand72 lbupat15-2-12on top chord,and30 lbdownand30 lbupat1-7-14,16 lbdownand14lbupat3-9-0,16 lb downand14lbupat5-9-0,16 lbdownand14 lbupat7-9-0,16lbdownand14 lbupat9-9-0,16 lbdownand14 lbupat11-9-0,16 lbdownand14 lbupat13-9-0,and 31 lbdownand53lbupat14-0-0,and4 lbdownand4 lbupat15-2-12onbottom chord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. 12)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G07 1 12004854-12T RoofSpecialGirder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:50:36 Page: 1 ID:dBPKHzMyCJqpSB4Pb55Y3PyRAz?-YvEgKfp_VW2vzxRpgn33Fd3CF4VcFRIncfOXZrzgF7b Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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=-51,2-3=-51,3-6=-61,6-7=-51,7-8=-61,9-16=-20 ConcentratedLoads(lb) Vert:3=-4(B),6=-4(B),15=2(B),13=0(B),12=0(B),11=2(B),10=-3(B),22=-2(B),23=0(B),24=0(B),25=0(B),26=1(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G07 1 12004854-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:50:36 Page: 2 ID:dBPKHzMyCJqpSB4Pb55Y3PyRAz?-YvEgKfp_VW2vzxRpgn33Fd3CF4VcFRIncfOXZrzgF7b DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x5 =3x4 1.5x4 =4x12 4x8 =3x4 =5x6 =5x6 =3x8 1.5x4 4x12 =6x12 =3x4 3x5 =6x6 =4x8 =4x6 1.5x4 19 18 12 251126 27 10 1 2 16 15 14 1317 20 3 21 7 23248 96 22 4 5 T2 T4 B1 B5 B3 0-1-12 0-1-12 0-9-12 -0-9-12 1-5-0 8-7-0 2-9-0 14-10-0 2-10-4 17-8-4 2-5-0 2-6-12 3-6-0 12-1-0 3-1-12 20-10-0 4-7-4 7-2-0 1-8-8 8-8-12 2-6-0 2-6-0 2-10-4 17-8-4 2-10-12 14-10-0 3-1-12 20-10-0 3-2-8 11-11-4 4-6-4 7-0-4Scale =1:43.8 Plate Offsets(X,Y):[3:0-0-12,0-2-0], [4:0-3-0,0-2-1], [5:0-3-0,0-2-1], [11:0-3-0,0-4-8], [13:0-2-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.21 Vert(LL)-0.0713-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.59 Vert(CT)-0.1213-14>999180 TCDL 10.0 RepStress Incr NO WB 0.55 Horz(CT)0.0710n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:258 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud,B5:2x6SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)10=3197/0-6-0,(min.0-2-11),19=1272/0-6-0,(min.0-1-8) MaxHoriz19=237(LC9) MaxUplift10=-665(LC13),19=-191(LC12) MaxGrav10=3408(LC39),19=1592(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-20=-2276/329,3-20=-2143/332,3-21=-1900/278,21-22=-1778/289,4-22=-1740/310,4-5=-1508/313,5-6=-2077/347, 6-7=-3861/671,7-23=-3775/658,23-24=-3775/658,8-24=-3775/658,2-19=-1523/244 BOTCHORD 16-17=-398/1828,15-16=-244/1340,14-15=-648/3517,13-14=-650/3514,12-13=-123/757,7-13=-298/90, 12-25=-115/630,11-25=-115/630,11-26=-492/2503,26-27=-492/2503,10-27=-492/2503 WEBS 3-16=-557/242,4-16=-40/270,4-15=-185/758,5-15=-201/1076,6-15=-2709/520,6-13=-484/524,11-13=-396/1968, 8-13=-305/1778,8-11=-372/1612,8-10=-3944/732,2-17=-199/1652 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:2x4-1rowat0-9-0oc,2x6-3rows staggeredat0-5-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)Provideadequatedrainage toprevent waterponding. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding665 lbupliftat joint10and191lbupliftat joint19. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)2136lbdownand409 lbupat16-9-12,and424 lbdownand117lbupat 18-0-0,and309 lbdownand112 lbupat20-0-0onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G08 1 22004854-12T RoofSpecialGirder JobReference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:50:45 Page: 1 ID:?BCdwN1aRcFe3tiIMJUlucyRAqO-gPXa35z8RWh31xxJx0o6GM6TuKwPoJGhbB2jWbzgF7O Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-5=-61,5-6=-51,6-9=-61,18-19=-20,13-17=-20,10-12=-20 ConcentratedLoads(lb) Vert:25=-2136(B),26=-424(B),27=-309(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G08 1 22004854-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:50:45 Page: 2 ID:?BCdwN1aRcFe3tiIMJUlucyRAqO-gPXa35z8RWh31xxJx0o6GM6TuKwPoJGhbB2jWbzgF7O DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 5x10 =6x8 2x4 =6x10 4x8 =8x8 =MT18HS12x18 =5x8 3x8 MT18HS6x12 =10x12 =3x4 4x10 =6x8 =10x10 =6x6 MT18HS5x12 19 18 12 30 1131 32 10 1 2 162715 28 14 29 13262517 3 20 723248 9226 21 4 5 T2 T4 B1 B5 B3 0-10-11 8-3-14 0-9-12 -0-9-12 0-2-12 0-2-12 2-10-4 17-8-4 2-10-13 14-10-0 2-4-0 2-6-12 3-7-5 11-11-3 3-1-12 20-10-0 4-10-6 7-5-2 1-2-3 8-5-10 2-6-0 2-6-0 2-10-4 17-8-4 3-1-12 20-10-0 3-3-13 11-9-7 3-0-9 14-10-0 4-9-6 7-3-6 Scale =1:44.7 Plate Offsets(X,Y):[3:0-0-12,0-2-0], [4:0-9-0,0-1-8], [6:0-6-0,0-2-5], [8:0-3-8,0-3-0], [9:0-2-0,0-2-4], [10:0-5-8,Edge], [13:0-2-0,0-4-0], [15:0-3-8,0-2-8], [16:0-4-0,0-4-12], [17:0-3-8,0-3-12], [19:0-2-12,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.75 Vert(LL)-0.2014-15>999240 MT18HS 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.3514-15>699180 MT20 197/144 TCDL 10.0 RepStress Incr NO WB 0.89 Horz(CT)0.1810n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:439 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T2:2x6SPFNo.2 BOTCHORD2x6SPF No.2*Except*B2:2x4SPFStud,B3:2x6SP2400F2.0E, B4:2x4SPF No.2 WEBS 2x4SPFStud*Except*W12,W15,W2:2x4SPFNo.2,W1:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-11-7ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:17-18. REACTIONS (lb/size)10=10259/0-6-0,(min.0-5-8),19=7767/0-6-0,(min.0-4-4) MaxHoriz19=244(LC11) MaxUplift10=-1435(LC13),19=-1674(LC12) MaxGrav10=10464(LC39),19=8110(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-14449/3122,3-20=-10520/1818,20-21=-10426/1830,4-21=-10377/1850,4-5=-7916/1442,5-6=-10440/1702, 6-22=-14114/1984,7-22=-14116/1984,7-23=-13713/1929,23-24=-13713/1929,8-24=-13713/1929,8-9=-6813/919, 9-10=-8784/1234,2-19=-7968/1738 BOTCHORD 18-19=-104/602,3-17=-1334/3679,17-25=-2742/11597,25-26=-2679/11468,16-26=-2665/11373,16-27=-1286/7819, 15-27=-1286/7819,15-28=-2442/16540,14-28=-2442/16540,14-29=-2432/16397,13-29=-2432/16397,12-13=-183/1489, 7-13=-353/99,12-30=-239/1692,11-30=-239/1692 WEBS 3-16=-3667/1430,4-16=-1115/6131,5-16=-684/637,5-15=-486/6147,6-15=-11246/1497,6-14=-197/2827, 6-13=-3478/575,11-13=-777/5427,8-13=-1424/9719,8-11=-7153/1099,9-11=-1514/10922,17-19=-284/205, 2-17=-2224/10437 NOTES 1)3-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-2rows staggeredat0-9-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-3rows staggeredat0-4-0oc,2x4-1rowat0-9-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)Provideadequatedrainage toprevent waterponding. 9)AllplatesareMT20platesunlessotherwise indicated. 10)TheFabricationToleranceat joint6=16% Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G09 1 32004854-12T RoofSpecialGirder JobReference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:50:52 Page: 1 ID:wpM?9JQQui7jY4z28uw2HRyYTPv-zlSEXV2Xnga3N0zfr_Ql3ruXg8GixPhjCmEaGhzgF7H Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 12)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1435lbupliftat joint10and1674lbupliftat joint19. 13)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)2436 lbdownand1212 lbupat4-0-0,1758 lbdownand317 lbupat 6-0-0,1479 lbdownand125 lbupat8-0-0,1530lbdownand142 lbupat10-0-0,1561 lbdownand171 lbupat12-0-0,1603 lbdownand176 lbupat14-0-0,2020 lb downand265 lbupat16-0-0,and2020 lbdownand265 lbupat18-0-0,and2023 lbdownand262 lbupat20-0-0onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-5=-61,5-6=-51,6-9=-61,18-19=-20,13-17=-20,10-12=-20 ConcentratedLoads(lb) Vert:14=-1561(F),25=-2436(F),26=-1758(F),27=-1479(F),28=-1530(F),29=-1603(F),30=-2020(F),31=-2020(F),32=-2023(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G09 1 32004854-12T RoofSpecialGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:50:52 Page: 2 ID:wpM?9JQQui7jY4z28uw2HRyYTPv-zlSEXV2Xnga3N0zfr_Ql3ruXg8GixPhjCmEaGhzgF7H DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 8x8 3x4 1.5x4 =8x8 6x8 =4x6 1.5x4 14 158 16 17 7 1 2 3 4 13 5 6 B1 1-2-12 -1-2-12 3-5-0 6-10-0 3-5-0 10-3-0 3-5-0 3-5-0 5-1-8 5-1-8 5-1-8 10-3-0 Scale = 1:33.7 Plate Offsets(X,Y):[2:0-4-8,0-1-0], [8:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)-0.077-8>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.137-8>942180 TCDL 10.0 RepStress Incr NO WB 0.94 Horz(CT)0.02 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:54 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 SLIDER Left2x4SPFStud--2-0-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-10-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=1968/0-6-0,(min.0-1-11),7=2059/Mechanical,(min.0-1-8) Max Horiz2=160(LC32) Max Uplift2=-525(LC8),7=-389(LC12) Max Grav2=2006(LC19),7=2156(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-2096/603,3-4=-3427/673,4-13=-3398/600,5-13=-3382/613 BOT CHORD 2-14=-750/3206,14-15=-750/3206,8-15=-750/3206,8-16=-386/1796,16-17=-386/1796,7-17=-386/1796 WEBS 5-8=-481/2638,5-7=-2326/500 NOTES 1)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 exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding389 lbupliftatjoint7and525 lbupliftat joint2. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)876 lbdownand423lbupat2-5-4,836 lbdownand102 lbupat4-5-4, and792 lbdownand92 lbupat6-5-4,and745 lbdownand107 lbupat8-5-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityof others. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-6=-51,7-9=-20 ConcentratedLoads(lb) Vert:14=-876(F),15=-836(F),16=-792(F),17=-745(F) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G10 1 12004854-12T Jack-Closed Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:50:57 Page: 1 ID:8fOglEzJaqITJZZRmLti6HzgHVk-JiF6aC6gcCCMTnrdeX0wmucSv90KceFSL2yLxuzgF7C DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x6 3x5 =4x4 =6x6 =3x8 =3x4 =4x6 =3x8 1.5x4 =3x4 =3x4 =3x8 =6x6 =4x4 3x5 3x6 18 17 26 27162815 29 1430 31 13 32 12 11 1 10 2 9 421 22 523 246720 25193 8 T2 T3 B1 B2 0-1-12 0-1-12 0-1-12 22-0-0 1-2-12 23-2-12 1-2-12 -1-2-12 2-2-4 2-4-0 2-2-4 21-10-4 4-3-2 6-7-2 4-3-2 19-8-0 4-4-14 11-0-0 4-4-14 15-4-14 2-2-4 2-2-4 2-2-4 22-0-0 4-4-14 11-0-0 4-4-14 15-4-14 4-4-14 6-7-2 4-4-14 19-9-12 Scale=1:42.8 PlateOffsets(X,Y):[13:0-3-8,0-1-8], [16:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.42 Vert(LL)0.2114-16>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.74 Vert(CT)-0.3014>860180 TCDL 10.0 RepStress Incr NO WB 0.74 Horz(CT)0.0511n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:91 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor3-0-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor5-3-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=923/0-4-0,(min.0-1-12),18=923/0-4-0,(min.0-1-12) Max Horiz18=88(LC11) Max Uplift11=-548(LC8),18=-556(LC9) Max Grav11=1100(LC36),18=1100(LC36) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-1187/641,3-19=-2593/1257,19-20=-2594/1257,4-20=-2596/1257,4-21=-3095/1471,21-22=-3095/1471, 5-22=-3095/1471,5-23=-3095/1471,23-24=-3095/1471,6-24=-3095/1471,6-7=-3095/1471,7-25=-2596/1252, 8-25=-2594/1252,8-9=-1187/631,2-18=-1088/554,9-11=-1088/544 BOTCHORD 17-26=-594/1058,26-27=-594/1058,16-27=-594/1058,16-28=-1268/2593,15-28=-1268/2593,15-29=-1268/2593, 14-29=-1268/2593,14-30=-1252/2594,30-31=-1252/2594,13-31=-1252/2594,13-32=-563/1058,12-32=-563/1058 WEBS 3-17=-387/198,3-16=-767/1716,4-16=-684/285,4-14=-249/556,5-14=-387/153,7-14=-256/556,7-13=-684/288, 8-13=-770/1716,8-12=-387/200,2-17=-599/1120,9-12=-590/1121 NOTES 1)Unbalancedroof live 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)exteriorzone;cantilever left andrightexposed ; end vertical leftandrightexposed;porchleftandrightexposed;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding556 lbupliftat joint18and548lbupliftat joint11. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)107 lbdownand152 lbupat2-4-0,70lbdownand45 lbupat3-7-4,70 lbdownand45 lbupat5-7-4,70 lbdownand45 lbupat7-7-4,70 lbdownand45 lbupat9-7-4,70 lbdownand45 lbupat11-7-4,70 lbdownand45 lbupat13-7-4,70 lbdownand45 lbupat15-7-4,and70 lbdownand45 lbupat17-7-4,and107 lbdownand152 lbupat19-8-0on top chord,and48 lbdownand39lbupat2-4-0,10 lb downand31lbupat3-7-4,10 lbdownand31 lbupat5-7-4,10lbdownand31 lbupat7-7-4,10 lbdownand31 lbupat9-7-4,10 lbdownand31 lbupat11-7-4,10lb downand31lbupat13-7-4,10 lbdownand31 lbupat15-7-4,and10 lbdownand31lbupat17-7-4,and48 lbdownand39 lbupat19-7-4onbottom chord.Thedesign/ selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 G11 1 12004854-12T Hip Girder Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:51:05 Page: 1 ID:hHPaEKagoBbNJFO2irnQ8qzgHUy-8scOrFBRB2yVBiJn_o7K?9sU3a1I0PoLk_Pg9YzgF76 Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-8=-61,8-9=-51,9-10=-51,11-18=-20 ConcentratedLoads(lb) Vert:3=-2,17=3,13=0,8=-2,12=3,26=0,27=0,28=0,29=0,30=0,31=0,32=0 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 G11 1 12004854-12T HipGirder Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:51:05 Page: 2 ID:hHPaEKagoBbNJFO2irnQ8qzgHUy-8scOrFBRB2yVBiJn_o7K?9sU3a1I0PoLk_Pg9YzgF76 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 =3x4 =3x4 =4x4 =3x4 13123222120191817161514 122 3936 26 29 27 3 11 4 10242825 5 93837 6 8 7 B1 B2 ST5 ST5 3-8-8 0-10-12 -0-10-12 0-10-12 21-10-12 10-6-0 10-6-0 10-6-0 21-0-0 21-0-0Scale = 1:50.4 Plate Offsets(X,Y):[2:0-2-1,0-1-8], [12:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.0112n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:113 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. JOINTS 1Braceat Jt(s):24,25,29 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings21-0-0. (lb)-Max Horiz2=-248(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)15,17,19,20,22,2,12 except14=-120(LC17),16=-103(LC17),23=-121(LC16) Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,22,23,2,12 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-36=-319/127,3-36=-304/144,11-39=-290/137,12-39=-305/120 BOT CHORD 2-23=-124/320,22-23=-124/320,21-22=-124/320,20-21=-124/320,19-20=-124/320,18-19=-124/321,17-18=-124/321, 16-17=-124/320,15-16=-124/320,14-15=-124/320,12-14=-124/320 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)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat2-9-8oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,12,19,17,20,22,15,2,12except(jt=lb)23=120, 16=103,14=120. 12)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)12,33. 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-WoodsideatWest Clay lot12 GE01 1 12004854-12T CommonSupportedGable Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTekIndustries,Inc. SatFeb2915:51:11 Page: 1 ID:tTQkxUXCqR?uJ?cAuixEoByYMLt-vP5PW_HSJVzN9wwJSTGCKrBxUowUuB6WZDL5R4zgF7_ DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 3x5 =3x4 3x5 3x4 1 22 21 20 19 18 17 16 15 14 13 122 11323 104 26 24 25 95 86 7 B1 1-10-12 -1-10-12 7-9-0 7-9-0 7-9-0 15-6-0 15-6-0Scale = 1:45.7 Plate Offsets(X,Y):[7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horz(CT)0.0013n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:80 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings15-6-0. (lb)-Max Horiz22=231(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)15,20except13=-223(LC 15),14=-282(LC17),16=-123(LC17),19=-122(LC16), 21=-227(LC13),22=-178(LC12) Max GravAllreactions250(lb)or lessat joint(s)15,16,17,18,19,20, 21except13=310(LC17),14=266(LC31),22=424(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-22=-393/214 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)-1-10-12 to1-1-4,Exterior(2N)1-1-4 to7-9-0, Corner(3R)7-9-0 to10-9-0,Exterior(2N)10-9-0 to15-4-4zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;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)20,15except(jt=lb)22=177,13=222,19=121,21=227, 16=123,14=282. 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-WoodsideatWest Clay lot12 GE02 1 12004854-12T CommonSupportedGable Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:15 Page: 1 ID:2m4kfVdJUuuTsFh9qixOD4yYOVw-oALwMMKzNkToeYD4hJL8UhLYKQHoqz86UrJIZs zgF6w DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 3 12 =3x4 1.5x4 1.5x4 1 4 2 3 B1 1-2-12 -1-2-12 5-0-0 5-0-0 5-0-0 Scale = 1:25.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.01 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:14 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=242/5-0-0,(min.0-1-8),4=167/5-0-0,(min.0-1-8), 5=242/5-0-0,(min.0-1-8) Max Horiz2=62(LC15),5=62(LC15) Max Uplift2=-96(LC12),4=-39(LC16),5=-96(LC12) Max Grav2=320(LC23),4=213(LC23),5=320(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4,Exterior(2N)1-9-4 to4-10-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSfor reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-16;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;Min. flatroof snow loadgoverns. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat2-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding96 lbupliftat joint2,39 lbupliftatjoint4and96 lbupliftat joint2. 10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 GE03 1 12004854-12T Jack-ClosedSupportedGable Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:20 Page: 1 ID:aZWMS9chjamcF56yG_Q9gsyYOVx-888pP3O5BG55kJ62UswJBl3QKRzwVGare713F3zgF6r DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 5x6 3x4 5 4 1 6 2 7 3 B1 0-9-12 -0-9-12 3-11-4 3-11-4 3-11-4Scale = 1:33.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)0.034-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)0.034-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=84/Mechanical,(min.0-1-8),4=41/Mechanical,(min.0-1-8), 5=187/0-6-0,(min.0-1-8) Max Horiz5=141(LC16) Max Uplift3=-107(LC16),4=-8(LC16) Max Grav3=145(LC23),4=72(LC7),5=254(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-0-9-12 to2-2-4, Interior(1)2-2-4 to3-10-8 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding107 lbupliftatjoint3and8 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J01 16 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:24 Page: 1 ID:WDcRs5GXicIvm_mcwTr3EIyYTd1-1vNKFRRcFVcXDwPpji?FMbD2w2IJR4ZRZl?HOqzgF6n DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 3x4 1.5x4 3x4 =4x487 1 9 2 6 5 3 4 B1 B3 0-9-12 -0-9-12 1-7-0 3-11-4 2-4-4 2-4-4 1-5-4 3-11-4 2-6-0 2-6-0 Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)0.03 7>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(CT)-0.02 7>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:16 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=70/Mechanical,(min.0-1-8),5=56/Mechanical,(min.0-1-8), 8=187/0-6-0,(min.0-1-8) Max Horiz8=141(LC16) Max Uplift4=-68(LC16),5=-48(LC16) Max Grav4=113(LC23),5=80(LC23),8=254(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-0-9-12 to2-3-2, Interior(1)2-3-2 to3-10-8 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding68 lbupliftat joint4and48 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J02 2 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:28 Page: 1 ID:WDcRs5GXicIvm_mcwTr3EIyYTd1-vgdr4oU7Jk6yhYjayY3BWROp9fgANuY0UNzUXbzgF6j DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 5x6 3x4 5 4 1 6 2 7 3 B1 0-9-12 -0-9-12 3-11-4 3-11-4 3-11-4Scale = 1:33.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)0.034-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)0.034-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=84/Mechanical,(min.0-1-8),4=41/Mechanical,(min.0-1-8), 5=187/0-6-0,(min.0-1-8) Max Horiz5=141(LC16) Max Uplift3=-107(LC16),4=-8(LC16) Max Grav3=145(LC23),4=72(LC7),5=254(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-0-9-12 to2-2-4, Interior(1)2-2-4 to3-10-8 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding107 lbupliftatjoint3and8 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J03 14 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:33 Page: 1 ID:59TjEt2MISL4NT3zxQpJXyyYMUG-GeQk8WYF7GkFoJcYl5fMDU5bfgNQ28omdegFCpzgF6e DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 3x4 1.5x4 3x4 =4x487 1 9 2 6 5 10 3 4 B1 B3 0-9-12 -0-9-12 0-7-0 3-11-4 3-4-4 3-4-4 0-5-4 3-11-4 3-6-0 3-6-0 Scale = 1:34.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)0.017-8>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.37 Vert(CT)-0.017-8>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:17 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=21/Mechanical,(min.0-1-8),5=104/Mechanical,(min. 0-1-8),8=187/0-6-0,(min.0-1-8) Max Horiz8=141(LC16) Max Uplift5=-139(LC16) Max Grav4=29(LC7),5=169(LC23),8=254(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. BOT CHORD 3-6=-127/280 NOTES 1)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)-0-9-12 to2-2-4, Interior(1)2-2-4 to3-10-8 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding139 lbupliftatjoint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J04 2 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:37 Page: 1 ID:R7HcHa5V7__NUExwk_OUE?yYMUB-8PgEztbmBVFhGwvJ_xkJNKGL4Hk1_ynLYGeTLazgF6a DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 =3x4 3x4 5 4 1 6 2 3 B1 0-9-12 -0-9-12 2-5-9 2-5-9 2-5-9 Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL)0.014-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(CT)0.014-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.02 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-5-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=47/Mechanical,(min.0-1-8),4=22/Mechanical,(min.0-1-8), 5=139/0-6-0,(min.0-1-8) Max Horiz5=91(LC16) Max Uplift3=-71(LC16),4=-12(LC16) Max Grav3=76(LC23),4=43(LC7),5=193(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding71 lbupliftat joint3and12 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J05 1 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:41 Page: 1 ID:o44VKH9dxXcfa0quWX_fx3yYMU6-1AvlpFeGFjl6lXD4DmoFYAQ07u8uwmmxTucgULzgF6W DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 2x4 3x4 5 4 1 2 3 B1 0-9-12 -0-9-12 1-0-12 1-0-12 1-0-12 Scale = 1:27.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:5 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-0-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=2/Mechanical,(min.0-1-8),4=4/Mechanical,(min.0-1-8), 5=106/0-6-0,(min.0-1-8) Max Horiz5=52(LC13) Max Uplift3=-32(LC16),4=-19(LC16) Max Grav3=20(LC14),4=24(LC14),5=150(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint4and32 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J06 1 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:46 Page: 1 ID:dERmbLEOXNMpIxH1tn53AKyYMU0-O8iesyiP3GNPsJ52?KOQFE8ubvtsb10gdAKR9ZzgF6R DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 5.73 12 2x4 3x4 2x4 3x4 =5x68 12 1314 7 1 2 6 5 9 10 11 3 4 B1 B3 1-5-0 -1-5-0 0-10-14 6-8-4 5-9-6 5-9-6 0-9-2 6-8-4 5-11-2 5-11-2 Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL)0.057-8>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.077-8>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.04 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:23 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=65/Mechanical,(min.0-1-8),5=197/Mechanical,(min. 0-1-8),8=228/0-9-6,(min.0-1-8) Max Horiz8=117(LC12) Max Uplift4=-51(LC36),5=-148(LC12),8=-132(LC16) Max Grav4=102(LC26),5=263(LC19),8=269(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding132 lbupliftatjoint8,51 lbupliftat joint4and148 lbupliftat joint5. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)74 lbdownand29 lbupat1-11-2,and101 lbdownand60 lbupat 3-3-11,and88 lbdownand76lbupat4-4-7on top chord,and20 lbdownand23 lbupat1-11-2,and11 lbdownand15 lbupat3-3-11,and19lbdownand25 lbupat 4-4-7onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:11=-19(B),12=1(B),13=0(F),14=-3(B) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-9=-25(F=13,B=13),9=-25(F=13,B=13)-to-10=-42(F=4,B=4),10=-42(F=4,B=4)-to-11=-56(F=-3,B=-3),11=-56(F=-3,B=-3)- to-3=-73(F=-11,B=-11),3=-73(F=-11,B=-11)-to-4=-85(F=-17,B=-17),8=0(F=10,B=10)-to-12=-9(F=5,B=5),12=-9(F=5,B=5)-to-13=-16(F=2,B=2),13=-16 (F=2,B=2)-to-14=-22(F=-1,B=-1),14=-22(F=-1,B=-1)-to-7=-29(F=-5,B=-5),6=-29(F=-5,B=-5)-to-5=-33(F=-7,B=-7) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J07 1 12004854-12T DiagonalHip Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:50 Page: 1 ID:w7QGBMk6tzX_jEwwmuKgLzyYMTN-Gvy9iKlw7UtrKwPpE9TMP4IYwX7kXr?GXoIfIKzgF6N DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 2x4 3x4 5 4 1 2 6 3 B1 1-2-12 -1-2-12 2-8-1 2-8-1 2-8-1 Scale = 1:28.3 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=46/Mechanical,(min.0-1-8),4=21/Mechanical,(min.0-1-8), 5=177/0-6-0,(min.0-1-8) Max Horiz5=74(LC16) Max Uplift3=-53(LC16),4=-2(LC16),5=-19(LC16) Max Grav3=70(LC23),4=45(LC7),5=258(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-7-5 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint5,53 lbupliftatjoint3and2 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J08 1 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:51:55 Page: 1 ID:Gka1P?mxjOSL7xoY55uw56yYMUd-dsl2l1p3y1W7RhHm1j2X67?QUYxVC5E?h4?Q_XzgF6I DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 5.73 12 2x4 3x4 5 4 1 2 3 B1 1-5-0 -1-5-0 3-1-5 3-1-5 0-0-9 0-0-9 3-0-12 3-1-5 Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=23/Mechanical,(min.0-1-8),4=5/Mechanical,(min.0-1-8), 5=137/0-9-6,(min.0-1-8) Max Horiz5=71(LC11) Max Uplift3=-61(LC16),4=-8(LC30),5=-53(LC16) Max Grav3=50(LC19),4=35(LC7),5=231(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding53 lbupliftat joint5,61 lbupliftatjoint3and8 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-3(F=24,B=24)-to-3=-39(F=6,B=6),5=0(F=10,B=10)-to-4=-16(F=2,B=2) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J09 1 12004854-12T Jack-Open Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:00 Page: 1 ID:LLIWu62rLQul?4yhUPKyJwyYLw6-zqZxoltBmZ8QXSAkqGeipBjHJZeKtMTkrLjBflzgF6D DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 5.73 12 1.5x4 1.5x4 5 4 1 2 3 B1 1-4-4 -1-4-4 2-9-12 2-9-12 2-9-12 Scale = 1:27.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=16/Mechanical,(min.0-1-8),4=6/Mechanical,(min.0-1-8), 5=122/0-10-0,(min.0-1-8) Max Horiz5=68(LC11) Max Uplift3=-63(LC16),4=-7(LC30),5=-51(LC16) Max Grav3=39(LC19),4=33(LC7),5=204(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding51 lbupliftat joint5,63 lbupliftatjoint3and7 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-36(F=8,B=8),5=0(F=10,B=10)-to-4=-14(F=3,B=3) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J10 1 12004854-12T Jack-Open Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:04 Page: 1 ID:1yWBCYnrVZndipPAn?EH7HyRAzl-sboSe6wiqner04TV36jez1tz0A00pATKlzhOoWzgF69 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x4 2x4 5 4 1 2 6 3 B1 1-2-12 -1-2-12 2-4-8 2-4-8 2-4-8 Scale = 1:27.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=37/Mechanical,(min.0-1-8),4=17/Mechanical,(min.0-1-8), 5=169/0-6-0,(min.0-1-8) Max Horiz5=67(LC16) Max Uplift3=-46(LC16),4=-3(LC16),5=-19(LC16) Max Grav3=55(LC23),4=39(LC7),5=245(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-3-12 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint5,46 lbupliftatjoint3and3 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J11 8 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:09 Page: 1 ID:zoa4UcOm1klAsuy1vHfnqXyRB_F-CZbLhq_rfKH86rMTsfJpg4bpwBj_URi3vFO9TjzgF64 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 5.73 12 1.5x4 2x4 5 4 1 2 3 B1 1-6-0 -1-6-0 2-9-12 2-9-12 0-0-4 0-0-4 2-9-8 2-9-12 Scale = 1:28.3 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:10 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=13/Mechanical,(min.0-1-8),4=5/Mechanical,(min.0-1-8), 5=133/0-6-13,(min.0-1-8) Max Horiz5=69(LC11) Max Uplift3=-62(LC16),4=-7(LC30),5=-54(LC16) Max Grav3=35(LC19),4=33(LC7),5=223(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding54 lbupliftat joint5,62 lbupliftatjoint3and7 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-36(F=8,B=8),5=0(F=10,B=10)-to-4=-14(F=3,B=3) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J12 1 12004854-12T Jack-Open Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:13 Page: 1 ID:WWlLKGq8knkfUotPd4AxfVzgGNd-5KrrXB1LiYnabSfE5VNlrwlV4o4yQEheqtMNcUzgF60 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 3.71 12 3x6 4 3 1 2 B1 2-6-2 0-0-2 0-0-2 2-5-15 2-6-2 Scale = 1:25.4 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)0.003-4>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(CT)0.003-4>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.00 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:6 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=23/Mechanical,(min.0-1-8),3=11/Mechanical,(min.0-1-8), 4=17/0-6-3,(min.0-1-8) Max Horiz4=32(LC11) Max Uplift2=-48(LC16),3=-4(LC29),4=-41(LC10) Max Grav2=39(LC18),3=31(LC7),4=35(LC18) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding41 lbupliftat joint4,48 lbupliftatjoint2and4 lbupliftat joint3. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 TrapezoidalLoads(lb/ft) Vert:1=0(F=25,B=25)-to-2=-32(F=9,B=9),4=0(F=10,B=10)-to-3=-13(F=4,B=4) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J13 1 12004854-12T Jack-Open Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:18 Page: 1 ID:X2oBTuETjE0qZ0TycDnv1gzgGN5-SIekav5UX5PshDYBt2zwY_SOZpox5VxNz948HizgF5x DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 2x4 3x4 5 4 1 2 6 3 B1 1-2-12 -1-2-12 2-4-0 2-4-0 2-4-0 Scale = 1:27.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=36/Mechanical,(min.0-1-8),4=17/Mechanical,(min.0-1-8), 5=168/0-4-0,(min.0-1-8) Max Horiz5=66(LC16) Max Uplift3=-45(LC16),4=-20(LC13),5=-19(LC16) Max Grav3=53(LC23),4=38(LC7),5=243(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-3-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding19 lbupliftat joint5,45 lbupliftatjoint3and20 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-WoodsideatWest Clay lot12 J14 10 12004854-12T Jack-Open Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:22 Page: 1 ID:RTGT4?eNxXuIaQ?FhAuNWbzgHW9-K3uFQG8_bJvIArry6u1siqd1PQ9F1Jwzum2LQTzgF5t DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 4.95 12 2x4 3x4 5 4 1 2 3 B1 1-8-14 -1-8-14 3-2-2 3-2-2 3-2-2 Scale = 1:27.3 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-2-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=19/Mechanical,(min.0-1-8),4=7/Mechanical,(min.0-1-8), 5=156/0-5-5,(min.0-1-8) Max Horiz5=69(LC11) Max Uplift3=-57(LC16),4=-5(LC30),5=-69(LC16) Max Grav3=44(LC19),4=39(LC7),5=258(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 vertical leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding69 lbupliftat joint5,57 lbupliftatjoint3and5 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-3=-40(F=5,B=5),5=0(F=10,B=10)-to-4=-16(F=2,B=2) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 J15 2 12004854-12T Jack-Open Girder Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:27 Page: 1 ID:RTGT4?eNxXuIaQ?FhAuNWbzgHW9-h0h8T_C7PsYbGckwvRd1PtKsFRsoia9i22l65gzgF5o DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =2x4 =3x4 =3x4 =2x4 61 52 43 T2 B1 0-9-12 0-9-12 0-9-12 5-1-5 0-9-14 2-11-9 1-4-0 4-3-9 1-4-0 2-1-11 3-5-13 Scale = 1:24.8 Plate Offsets(X,Y):[3:0-2-0,Edge], [4:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.04 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.0011n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings3-5-13. (lb)-Max Horiz2=-26(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2, 5 Max GravAllreactions250(lb)or lessat joint(s)2, 5 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;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)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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Provideadequatedrainage topreventwaterponding. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,5,2,5. 12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 P01 2 12004854-12T Piggyback Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:31 Page: 1 ID:k?S758m5ri2lPaRgwQzVx1yYOsz-5bNH5?E0inw973SVaZBk1WyS_eu5vwv9k0_mi?zgF5l DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =2x4 =3x4 =2x4 51 42 3 B1 0-9-12 0-9-12 0-9-12 5-1-5 1-8-15 4-3-9 1-8-15 2-6-10 3-5-13 Scale = 1:24.7 Plate Offsets(X,Y):[3:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.0010n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings3-5-13. (lb)-Max Horiz2=35(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)2, 4 Max GravAllreactions250(lb)or lessat joint(s)2, 4 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;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)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)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,4,2,4. 11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 P02 12 12004854-12T Piggyback Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:52:35 Page: 1 ID:sECcFmjboTYJwy7vhavZnByYOt1-SZAA8jI8XJYSErLSN6mvkZgJYfcQaB8uuIhXNDzgF5g DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x4 =6x6 =6x12 =4x6 3x4 3x4 =6x6 =3x8 =3x6 =3x8 1.5x4 =4x6 =4x6 =3x4 =4x4 =6x6 =3x4 4x6 =3x8 3x4 17 16 1514 1312 11 10 91918 24238 1 2 320 4521 622 7 T1 T2 B1 B3 B5B4 3-6-03-6-0 4-2-031-10-2 4-3-1436-2-06-0-89-6-8 6-0-815-7-1 6-0-821-7-9 6-0-827-8-1 3-6-03-6-0 6-0-815-7-1 6-0-821-7-96-0-89-6-8 6-2-427-9-13 8-4-336-2-0 Scale =1:63.5 Plate Offsets(X,Y):[18:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.95 Vert(LL)-0.1712-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.3112-15>999180 TCDL 10.0 RepStress Incr YES WB 0.85 Horz(CT)0.0910n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:185 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W3,W7,W6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-9-2ocbracing. WEBS 1Rowatmidpt 3-18,8-10,6-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1375/Mechanical,(min.0-1-8),19=1437/Mechanical, (min.0-1-8) MaxHoriz19=-206(LC12) MaxUplift10=-160(LC12),19=-297(LC12) Max Grav10=1442(LC36),19=1778(LC36) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-19=-1723/307,1-2=-1167/217,2-3=-1184/225,3-20=-2649/453,4-20=-2649/453,4-5=-2649/453,5-21=-2649/453, 6-21=-2649/453,6-22=-2640/443,7-22=-2637/444,7-8=-2126/322,9-24=-283/28,9-10=-269/64 BOTCHORD 2-18=-468/151,15-16=-363/2145,14-15=-350/2637,13-14=-350/2637,12-13=-350/2637,11-12=-169/1840, 10-11=-186/1634 WEBS 1-18=-338/1976,3-18=-1213/240,7-12=-265/1097,7-11=-25/271,8-11=-185/291,8-10=-1906/275,16-18=-359/1976, 3-15=-126/690,5-15=-360/170,6-12=-641/249 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)0-1-12 to3-7-12, Interior(1)3-7-12 to27-8-1,Exterior(2R)27-8-1 to32-9-7, Interior(1)32-9-7 to36-0-4 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding297 lbupliftatjoint19and160lbupliftat joint10. 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-WoodsideatWest Clay lot12 T01 1 12004854-12T HalfHip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:52:40 Page: 1 ID:kwksqgui3n5Km5hGVUEPOZyYTYL-KKPg_4LfbY2ujSeEcyrruPqmYHpVWosTpwflW_zg F5c DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 2x4 4x6 =6x12 4x6 3x4 2x4 =4x4 =5x12 =4x4 =5x8 =3x6 =3x8 1.5x4 =3x6 =6x6 =3x4 3x5 =5x6 5x6 =3x4 17 16 15 141312 11 10 9 81918 26 25241 72320 2 4 52221 63T2T3 B1 B3 B5B4 3-6-03-6-0 3-4-36-10-3 5-11-424-9-135-11-412-9-8 6-1-018-10-8 5-9-1436-2-05-6-630-4-2 3-2-76-8-73-6-03-6-0 5-4-1030-4-2 5-9-1436-2-06-1-024-11-96-1-018-10-86-1-012-9-8 Scale =1:71.9 Plate Offsets(X,Y):[3:0-6-0,0-0-9], [4:0-4-0,0-3-4], [8:Edge,0-1-12], [9:Edge,0-1-8], [18:0-2-4,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.60 Vert(LL)-0.1213-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.2111-13>999180 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT)0.069n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:197 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W6,W7,W8:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1348/Mechanical,(min.0-1-8),19=1368/Mechanical,(min. 0-1-8) MaxHoriz19=-223(LC12) MaxUplift9=-142(LC17),19=-105(LC13) Max Grav9=1487(LC40),19=1499(LC39) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-20=-1247/124,2-20=-1222/136,2-3=-1194/202,3-21=-1956/240,4-21=-1959/240,4-5=-2105/280,5-22=-2109/281, 6-22=-2106/282,6-23=-1956/244,7-23=-1963/211,7-24=-1907/199,24-25=-1915/187,25-26=-2030/180, 8-26=-2038/165,8-9=-1427/171,1-19=-1455/124 BOTCHORD 2-18=-315/160,15-16=-191/1233,14-15=-247/1960,13-14=-247/1960,12-13=-85/1671,11-12=-85/1671, 10-11=-110/1670 WEBS 16-18=-175/1200,3-18=-403/188,3-16=-259/115,3-15=-208/1152,6-13=-202/692,6-11=-42/387,7-11=-436/176, 8-10=-82/1561,1-18=-73/1305,4-15=-773/237,4-13=-63/261,5-13=-595/190 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)4-7-12 to8-0-14, Interior(1)8-0-14 to11-4-3,Exterior(2R)11-4-3 to16-5-9, Interior(1)16-5-9 to29-3-13,Exterior(2R)29-3-13 to34-5-3, Interior(1)34-5-3 to 40-6-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding105 lbupliftatjoint19and142lbupliftat joint9. 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-WoodsideatWest Clay lot12 T02 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:52:45 Page: 1 ID:HYllKmV3H9OEmnWtR_78Q6yYTXZ-9UnyF8QQAOp1RN6NzDyF8g4tQhuBwYBMBr63kezgF5W DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 712 3x4 4x6 =6x12 4x6 3x4 3x4 =4x4 =5x12 =3x8 1.5x4 =3x6 =3x6 =6x6 =3x4 3x6 3x5 =5x6 6x6 =3x4 16 15 1413 1211 10 9 81817 2524 1 19 72 20 23 6 42122 53T2 B1 B3 B5B4 3-6-03-6-0 6-1-815-10-0 6-1-821-11-86-2-89-8-8 6-7-1228-7-4 7-6-1236-2-0 3-6-03-6-0 6-0-129-6-12 6-3-415-10-0 6-3-422-1-4 6-8-328-9-7 7-4-936-2-0 Scale =1:71.9 Plate Offsets(X,Y):[3:0-6-0,0-0-9], [8:Edge,0-1-12], [9:Edge,0-1-8], [17:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.93 Vert(LL)-0.0810-11>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.1710-11>999180 TCDL 10.0 RepStress Incr YES WB 0.68 Horz(CT)0.059n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:200 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W4,W6,W7,W8,W9:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 3-17,3-15,4-14,5-14,7-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1323/Mechanical,(min.0-1-8),18=1336/Mechanical,(min. 0-1-8) MaxHoriz18=-267(LC12) MaxUplift9=-168(LC17),18=-122(LC16) Max Grav9=1532(LC40),18=1550(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-19=-1268/110,2-19=-1128/117,2-20=-1394/260,3-20=-1240/293,3-21=-1523/216,4-21=-1526/215,4-22=-1526/215, 5-22=-1523/216,5-6=-1583/247,6-23=-1638/224,7-23=-1758/212,7-24=-2102/238,24-25=-2102/213,8-25=-2204/212, 8-9=-1460/206,1-18=-1501/137 BOTCHORD 2-17=-517/255,14-15=-134/1147,13-14=-18/1373,12-13=-18/1373,11-12=-18/1373,10-11=-122/1818,9-10=-82/258 WEBS 15-17=-138/1031,3-17=-400/195,3-14=-169/671,4-14=-673/212,5-14=-186/291,5-11=-70/508,7-11=-604/229, 8-10=-37/1570,1-17=-92/1294 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)4-7-12 to8-0-14, Interior(1)8-0-14 to14-2-8,Exterior(2R)14-2-8 to19-3-14, Interior(1)19-3-14 to26-5-8,Exterior(2R)26-5-8 to31-6-14, Interior(1)31-6-14 to 40-6-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding122 lbupliftatjoint18and168lbupliftat joint9. 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-WoodsideatWest Clay lot12 T03 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:52:50 Page: 1 ID:WHo9Drcj9wXzL9icSNnFH0yYTXQ-WSaqIrUY?wRKX8_LlmYQrknf?ibLbpJ5K7qqPrzgF5R DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 7 12 2x4 5x6 =5x6 5x6 =5x12 2x4 2x4 =4x4 3x10 =3x4 =6x6 =3x6 =5x6 =3x8 =3x6 3x5 =3x4 3x5 =6x6 3x6 4x6 =3x4 19 18 17 1615 14 13 12 11 1022 21 20 933 8132 2 3 23 31730244 25 6262728295 T3 B1 B3 B3B4 0-10-11 3-7-12 2-9-12-9-1 4-4-108-0-6 4-6-612-6-13 5-7-230-5-26-6-719-1-3 5-8-1424-10-1 5-8-1436-2-0 0-10-11 3-6-0 2-7-52-7-5 4-4-1012-5-14-6-68-0-6 5-7-224-10-1 5-7-230-5-2 5-8-1436-2-06-9-1519-2-15 Scale =1:63.5 Plate Offsets(X,Y):[10:Edge,0-1-12], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.93 Vert(LL)-0.0913>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.1915-17>999180 TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.0611n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:219 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W6,W8,W9,W10,W11,W12,W7:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-20,4-17,5-17,7-15,4-18 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1299/Mechanical,(min.0-1-8),22=1307/Mechanical,(min. 0-1-8) MaxHoriz22=-281(LC12) MaxUplift11=-189(LC17),22=-151(LC16) Max Grav11=1581(LC42),22=1581(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1003/260,2-3=-1270/330,3-23=-1396/407,23-24=-1297/408,4-24=-1213/422,4-25=-1513/473,5-25=-1400/497, 5-26=-1350/501,26-27=-1350/501,27-28=-1350/501,28-29=-1350/501,6-29=-1350/501,6-30=-1561/518, 7-30=-1705/487,7-31=-1893/511,31-32=-2128/509,8-32=-2139/477,8-33=-2132/461,9-33=-2179/447,9-10=-2261/443, 1-22=-1566/346,10-11=-1522/347 BOTCHORD 21-22=-260/253,20-21=-171/975,3-20=-317/140,17-18=-165/1264,16-17=-109/1216,15-16=-109/1216, 14-15=-243/1754,13-14=-243/1754,12-13=-334/1898 WEBS 4-20=-289/64,5-17=-67/275,5-15=-112/321,6-15=-58/445,7-15=-685/242,7-13=-25/299,8-13=-251/146, 10-12=-273/1779,18-20=-155/1141,2-21=-1015/258,2-20=-153/715,1-21=-312/1526 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)0-1-12 to2-9-1, Interior(1)2-9-1 to12-6-13,Exterior(2R)12-6-13 to17-8-3, Interior(1)17-8-3 to19-1-3,Exterior(2R)19-1-3 to24-2-9, Interior(1)24-2-9 to36-0-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding151 lbupliftatjoint22and189lbupliftat joint11. 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-WoodsideatWest Clay lot12 T04 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:52:56 Page: 1 ID:2dHe87?PO2hHoEjyuot_7zyYTWv-Kcx6YuZJamCTF3SV61fq4_1ga7fA?WOzj3H8dVzgF5L DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 7 12 3x4 5x6 =5x6 5x6 =5x12 2x4 2x4 =4x4 3x10 =3x4 =5x6 =3x6 =5x6 =3x8 =3x6 3x5 =3x4 3x5 =6x6 3x6 4x6 =3x4 19 18 17 161514 13 12 11 1022 21 20 9 1 8 3023 23 7 4 24 29 25 28 26 2765 T3 B1 B3 B5B4 0-10-11 3-7-12 2-9-12-9-1 5-2-218-5-14-8-118-4-7 4-10-713-2-15 5-9-1330-2-75-11-924-4-10 5-11-936-2-0 0-10-11 3-6-0 2-7-52-7-5 4-8-1113-1-34-10-78-4-7 5-5-1018-6-13 5-9-1324-4-10 5-9-1330-2-7 5-11-936-2-0 Scale =1:63.5 Plate Offsets(X,Y):[5:0-4-0,0-2-4], [6:0-4-0,0-2-4], [10:0-3-0,0-1-8], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.1013>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.53 Vert(CT)-0.1813-15>999180 TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.0611n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:222 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud*Except*W6,W8,W9,W10,W11,W12,W7:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-20,4-17,7-15,4-18 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1293/Mechanical,(min.0-1-8),22=1299/Mechanical,(min. 0-1-8) MaxHoriz22=-294(LC12) MaxUplift11=-193(LC17),22=-156(LC16) Max Grav11=1595(LC42),22=1623(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-1031/248,2-3=-1300/312,3-23=-1443/395,4-23=-1246/412,4-24=-1557/456,24-25=-1429/469,5-25=-1375/483, 5-26=-1333/478,26-27=-1333/478,6-27=-1333/478,6-28=-1476/501,28-29=-1553/484,7-29=-1707/479, 7-30=-1934/494,8-30=-2155/462,8-9=-2160/449,9-10=-2294/429,1-22=-1609/332,10-11=-1534/339 BOTCHORD 21-22=-273/266,20-21=-168/1002,3-20=-350/154,17-18=-139/1315,16-17=-74/1228,15-16=-74/1228, 14-15=-219/1771,13-14=-219/1771,12-13=-320/1924 WEBS 4-20=-316/59,5-17=-88/305,5-15=-116/317,6-15=-80/470,7-15=-735/256,1-21=-297/1569,7-13=-23/330, 8-13=-276/154,10-12=-254/1794,18-20=-130/1181,2-21=-1040/246,2-20=-150/750 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)0-1-12 to2-9-1, Interior(1)2-9-1 to13-2-15,Exterior(2R)13-2-15 to16-10-5, Interior(1)16-10-5 to18-5-1,Exterior(2R)18-5-1 to22-0-8, Interior(1)22-0-8 to 36-0-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding156 lbupliftatjoint22and193lbupliftat joint11. 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-WoodsideatWest Clay lot12 T05 1 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:53:01 Page: 1 ID:2ALUHlQkOVzStSKUuxUzV8yYTWN-hZk?cccSPIqmLqKSvaE?n2kcc8MDgmXjsL_vIizgF5G DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 7 12 3 12 4x6 6x6 =6x6 5x6 =3x5 3x5 =3x4 =5x6 =3x6 =5x6 =4x8 =3x6 3x4 =3x4 6x6 =5x10 5x6 6x8 MT18HS3x10 680.00 lb 680.00 lb 0.00 lb/ft to50.00 lb/ft 19 18 17 16 15 1413 12 11 10 9308 1 2927 20 2821 3 6 2722 2623 4 24 25 5 T3 B1 B1B2 2-9-12-9-1 2-4-636-2-05-2-218-5-1 5-1-833-9-105-2-158-0-0 5-1-828-8-25-1-823-6-95-2-1513-2-15 2-6-236-2-02-10-132-10-13 5-1-38-0-0 5-1-313-1-3 5-5-1018-6-13 7-6-833-7-147-6-826-1-6 Scale=1:61.8 PlateOffsets(X,Y):[2:0-4-12,0-2-12], [4:0-4-0,0-2-4], [5:0-4-0,0-2-4], [7:0-3-0,Edge], [10:0-3-8,Edge], [11:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.91 Vert(LL)-0.1312-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.83 Vert(CT)-0.2812-14>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.89 Horz(CT)0.1010n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:210 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 WEBS 2x4SPFStud*Except*W5,W6,W7,W8,W13,W9:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-6-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 8-5-3ocbracing:12-14 7-6-2ocbracing:11-12. WEBS 1Rowatmidpt 3-16,4-16,5-14,6-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=2646/0-6-0,(min.0-4-8),19=1724/0-6-0,(min.0-3-3) Max Horiz19=-311(LC12) Max Uplift10=-471(LC17),19=-245(LC16) Max Grav10=2882(LC44),19=2040(LC44) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-1142/311,2-20=-2087/519,20-21=-1888/532,3-21=-1873/537,3-22=-2132/622,22-23=-1993/636,4-23=-1933/650, 4-24=-2017/682,24-25=-2017/682,5-25=-2017/682,5-26=-2280/743,26-27=-2343/730,6-27=-2493/720, 6-28=-2915/799,7-28=-3181/786,7-29=-2735/718,8-29=-2942/717,8-30=-2569/584,9-30=-2737/633,1-19=-2013/458, 9-10=-2854/696 BOTCHORD 18-19=-264/274,17-18=-220/1095,16-17=-317/1719,15-16=-273/1717,14-15=-273/1717,13-14=-485/2467, 12-13=-485/2467,11-12=-612/2784 WEBS 2-18=-1560/420,2-17=-194/956,3-17=-560/198,3-16=-161/305,4-14=-216/783,8-11=-1340/436,1-18=-428/1953, 9-11=-677/3008,6-14=-873/298,6-12=-119/550,7-12=-403/233,7-11=-473/63 NOTES 1)Unbalancedroof live 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)exteriorzoneandC-C Exterior(2E)0-1-12to2-9-1, Interior(1)2-9-1 to13-2-15,Exterior(2R)13-2-15 to16-10-5, Interior(1)16-10-5 to18-5-1,Exterior(2R)18-5-1 to22-0-8, Interior(1)22-0-8 to 36-0-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;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=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding245 lbupliftat joint19and471lbupliftat joint10. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 T06 5 12004854-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:53:07 Page: 1 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-2XYufJgbErS2SbDQh7qAU5SOL9?kL?_S0cigzwzgF5B Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)773 lbdownand205 lbupat18-5-1,and773lbdownand205 lbupat 35-2-0on topchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. 11)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-5=-61,9-30=-51,10-19=-20 ConcentratedLoads(lb) Vert:5=-680(F),30=-680(F) TrapezoidalLoads(lb/ft) Vert:5=-51-to-26=-53(F=-3),26=-53(F=-3)-to-27=-62(F=-11),27=-62(F=-11)-to-6=-66(F=-15),6=-66(F=-15)-to-28=-69(F=-18),28=-69(F=-18)-to-7=-82 (F=-31),7=-82(F=-31)-to-29=-83(F=-33),29=-83(F=-33)-to-8=-97(F=-46),8=-97(F=-46)-to-30=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T06 5 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:53:07 Page: 2 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-2XYufJgbErS2SbDQh7qAU5SOL9?kL?_S0cigzwzgF5B DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3 12 MT18HS3x10 4x6 =5x6 3x5 =3x8 =5x6 =3x6 =5x6 =3x5 =3x6 3x4 3x6 =3x4 4x4 =6x12 5x6 6x8 MT18HS3x10 680.00lb 680.00lb 0.00 lb/ft to50.00 lb/ft 18 17 16 15 1413 12 11 10 9318 1 19 3072920 622821 5 2722 2623 3 24 25 4 T2 B1 B1B2 2-4-636-2-05-2-218-5-1 5-1-833-9-105-1-828-8-25-1-823-6-96-5-26-5-2 6-9-1213-2-15 2-6-236-2-05-5-1018-6-136-6-413-1-36-6-156-6-15 7-6-826-1-6 7-6-833-7-14 Scale=1:61.8 PlateOffsets(X,Y):[1:0-3-0,0-1-8], [3:0-4-0,0-2-4], [4:0-3-8,0-2-0], [10:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.84 Vert(LL)-0.1412-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.91 Vert(CT)-0.3012-14>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.83 Horz(CT)0.1010n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:198 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2*Except*T1:2x4SPF1650F1.5E BOT CHORD2x4SPFNo.2 WEBS 2x4SPFNo.2*Except*W11,W1,W13,W3,W2,W9,W10:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-6-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-8-7ocbracing. WEBS 1Rowatmidpt 4-16,5-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=2646/0-6-0,(min.0-4-8),18=1724/0-6-0,(min.0-3-5) Max Horiz18=-245(LC12) Max Uplift10=-468(LC17),18=-238(LC16) Max Grav10=2885(LC42),18=2110(LC42) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-19=-2028/451,19-20=-1948/453,2-20=-1815/476,2-21=-2182/599,21-22=-2036/615,22-23=-2006/619, 3-23=-1912/637,3-24=-1722/604,24-25=-1722/604,4-25=-1722/604,4-26=-2286/735,26-27=-2347/723, 5-27=-2498/712,5-28=-2916/791,6-28=-2980/785,6-29=-3167/778,7-29=-3188/777,7-30=-2739/715,8-30=-2941/713, 8-31=-2570/581,9-31=-2739/631,1-18=-2050/483,9-10=-2857/691 BOTCHORD 17-18=-193/253,16-17=-266/1666,15-16=-303/2012,14-15=-303/2012,13-14=-450/2472,12-13=-450/2472, 11-12=-581/2791 WEBS 3-16=-141/675,4-16=-776/226,4-14=-178/872,8-11=-1332/432,9-11=-663/3008,2-16=-175/346,2-17=-773/264, 1-17=-363/1885,5-14=-874/301,5-12=-118/541,7-12=-395/234,7-11=-484/60 NOTES 1)Unbalancedroof live 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)exteriorzoneandC-C Exterior(2E)4-7-12to8-3-2, Interior(1)8-3-2 to17-8-15,Exterior(2R)17-8-15 to21-4-5, Interior(1)21-4-5 to22-11-1,Exterior(2R)22-11-1 to26-6-8, Interior(1)26-6-8 to 40-6-4 zone;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding238 lbupliftat joint18and468lbupliftat joint10. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)687 lbdownand205 lbupat22-11-1,and687lbdownand205 lbupat 39-8-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 T07 1 12004854-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:53:12 Page: 1 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-shv9vMlMphDCAXgZ2OxakMiQxa0plkLKOY9?BazgF55 Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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:1-3=-51,3-4=-61,9-31=-51,10-18=-20 ConcentratedLoads(lb) Vert:4=-680,31=-680 TrapezoidalLoads(lb/ft) Vert:4=-51-to-26=-53(F=-3),26=-53(F=-3)-to-27=-62(F=-11),27=-62(F=-11)-to-5=-66(F=-15),5=-66(F=-15)-to-28=-69(F=-18),28=-69(F=-18)-to-6=-71 (F=-20),6=-71(F=-20)-to-29=-81(F=-30),29=-81(F=-30)-to-7=-82(F=-31),7=-82(F=-31)-to-30=-83(F=-33),30=-83(F=-33)-to-8=-97(F=-46),8=-97(F=-46)- to-31=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T07 1 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:53:12 Page: 2 ID:HAvJkek2GUFm?SJUPPy3YdyYTVz-shv9vMlMphDCAXgZ2OxakMiQxa0plkLKOY9?BazgF55 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 4x6 =4x6 3x5 =3x8 =5x6 =3x4 =5x6 =3x4 3x5 =3x10 5x6 MT18HS3x10 680.00 lb 0.00 lb/ft to50.00lb/ft 13 12 11 10 9 8 7 61 14 25 2415 52 16 23 17 22 18 21 3 19 20 4 T2 B1 B1 5-2-2 18-5-1 6-5-2 6-5-2 6-9-12 13-2-15 6-9-14 25-3-0 6-9-0 32-0-0 5-5-10 18-6-13 6-6-4 13-1-3 6-6-15 6-6-15 6-8-3 32-0-0 6-9-0 25-3-13Scale =1:55.9 Plate Offsets(X,Y):[1:Edge,0-1-12], [3:0-4-0,0-2-4], [4:0-4-0,0-2-4], [6:Edge,0-1-12], [8:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 1.00 Vert(LL)-0.079>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.168-9>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.78 Horz(CT)0.057n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:178 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T3:2x4SPF1650F1.5E BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W6,W7,W4:2x4SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-11,6-7,5-9,2-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=1828/0-6-0,(min.0-3-6),13=1484/0-6-0,(min.0-2-14) MaxHoriz13=-336(LC12) MaxUplift7=-289(LC17),13=-215(LC16) MaxGrav7=2164(LC40),13=1832(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-14=-1746/200,14-15=-1666/202,2-15=-1532/225,2-16=-1808/275,16-17=-1774/276,17-18=-1631/295, 3-18=-1538/313,3-19=-1400/324,19-20=-1400/324,4-20=-1400/324,4-21=-1721/354,21-22=-1817/338, 22-23=-1991/324,5-23=-2034/324,5-24=-1924/269,24-25=-1942/259,6-25=-2090/259,1-13=-1773/246,6-7=-2103/320 BOTCHORD 12-13=-305/314,11-12=-238/1425,10-11=-160/1564,9-10=-160/1564,8-9=-208/1685 WEBS 3-11=-90/515,4-11=-512/225,4-9=-61/312,5-9=-264/179,5-8=-692/177,6-8=-188/1824,2-11=-180/289,2-12=-638/161, 1-12=-149/1607 NOTES 1)Unbalancedroof live 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 zoneand C-C Exterior(2E)4-7-12 to7-10-2, Interior(1)7-10-2 to17-8-15,Exterior(2R)17-8-15 to22-3-4, Interior(1)22-3-4 to22-11-1,Exterior(2R)22-11-1 to27-5-6, Interior(1)27-5-6 to 36-4-4 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding215 lbupliftat joint13and289lbupliftat joint7. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)757 lbdownand141 lbupat22-11-1on top chord.Thedesign/selection of suchconnectiondevice(s) is theresponsibilityofothers. 11)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-4=-61,7-13=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 T08 1 12004854-12T PiggybackBase JobReference(optional) Run:8.31 S Jul272019Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:53:17 Page: 1 ID:hHBkMqgo78Ng3m2FExxLIEyYMhf-Dei2y4pUeDrVGIYXrxXlRQPF9bpJQ?M3YqsmsnzgF50 Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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:4=-680 TrapezoidalLoads(lb/ft) Vert:4=-51-to-21=-54(F=-3),21=-54(F=-3)-to-22=-68(F=-17),22=-68(F=-17)-to-23=-73(F=-23),23=-73(F=-23)-to-5=-76(F=-25),5=-76(F=-25)-to-24=-89 (F=-38),24=-89(F=-38)-to-25=-91(F=-41),25=-91(F=-41)-to-6=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T08 1 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:53:17 Page: 2 ID:hHBkMqgo78Ng3m2FExxLIEyYMhf-Dei2y4pUeDrVGIYXrxXlRQPF9bpJQ?M3YqsmsnzgF50 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 4x6 =4x6 3x5 =3x4 =3x8 =5x6 4x12 =3x8 1.5x4 =6x12 3x4 3x43x4 3x8 4x10 =5x12 3x4 1.5x4 5x6 =3x8 680.00 lb 0.00 lb/ft to50.00 lb/ft 17 1615 14 13 12 9 8 11 10 71 2818619 2 2720 2621 5 2522 323 244 T2 B1 B6B2 B4 3-2-15 21-8-0 5-2-2 18-5-1 3-4-14 32-0-0 6-5-2 6-5-2 6-11-2 28-7-2 6-9-12 13-2-15 3-1-3 21-8-0 3-4-0 32-0-0 5-5-10 18-6-13 6-6-4 13-1-3 6-6-15 6-6-15 7-0-0 28-8-0Scale=1:57.3 PlateOffsets(X,Y):[1:Edge,0-1-12], [3:0-3-8,0-2-0], [4:0-8-4,0-1-12], [6:0-2-8,0-2-0],[10:0-4-0,0-2-4], [11:0-5-8,0-2-12], [13:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.98 Vert(LL)-0.1010-11>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(CT)-0.2310-11>999180 TCDL 10.0 RepStress Incr NO WB 0.81 Horz(CT)0.098n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:211 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2*Except*T3:2x4SPF1650F1.5E BOT CHORD2x4SPFNo.2*Except*B5:2x4SPFStud WEBS 2x4SPFStud*Except*W5,W6,W7,W10,W4,W9:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt5-11 WEBS 1Rowatmidpt 4-14,4-13,2-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1826/0-6-0,(min.0-3-6),17=1483/0-6-0,(min.0-2-14) Max Horiz17=-336(LC12) Max Uplift8=-290(LC17),17=-216(LC16) Max Grav8=2162(LC40),17=1831(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-18=-1745/201,18-19=-1664/203,2-19=-1531/225,2-20=-1807/276,20-21=-1773/276,21-22=-1631/295, 3-22=-1536/313,3-23=-1401/324,23-24=-1401/324,4-24=-1401/324,4-25=-2148/488,5-25=-2261/472,5-26=-2036/348, 26-27=-2157/336,6-27=-2409/334,6-28=-1659/236,7-28=-1787/235,1-17=-1772/246,7-8=-2100/303 BOTCHORD 16-17=-305/314,15-16=-239/1424,14-15=-239/1424,13-14=-161/1553,5-11=-589/259,10-11=-256/1650, 6-10=-1032/214 WEBS 3-14=-80/491,4-14=-496/226,4-13=-359/100,11-13=-145/1446,4-11=-272/1007,6-11=-107/329,2-14=-180/290, 2-16=-637/161,1-16=-150/1605,7-10=-250/1879 NOTES 1)Unbalancedroof live 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)exteriorzoneandC-C Exterior(2E)4-7-12to7-10-2, Interior(1)7-10-2 to17-8-15,Exterior(2R)17-8-15 to22-3-4, Interior(1)22-3-4 to22-11-1,Exterior(2R)22-11-1 to27-5-6, Interior(1)27-5-6 to 36-4-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding216 lbupliftat joint17and290lbupliftat joint8. 8)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)757 lbdownand141 lbupat22-11-1on topchord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,3-4=-61,12-17=-20,10-11=-20,8-9=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 T09 2 12004854-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:53:23 Page: 1 ID:2K5LhoYawZaJK_7H?mkSldyYMgW-2o4JD7tFD3be_D0hBBe9ghfHz0r1qiPywmJ43RzgF4w Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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:4=-680 TrapezoidalLoads(lb/ft) Vert:4=-51-to-25=-54(F=-3),25=-54(F=-3)-to-5=-63(F=-12),5=-63(F=-12)-to-26=-68(F=-17),26=-68(F=-17)-to-27=-73(F=-23),27=-73(F=-23)-to-6=-89 (F=-38),6=-89(F=-38)-to-28=-91(F=-41),28=-91(F=-41)-to-7=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T09 2 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:53:23 Page: 2 ID:2K5LhoYawZaJK_7H?mkSldyYMgW-2o4JD7tFD3be_D0hBBe9ghfHz0r1qiPywmJ43RzgF4w DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 4x6 =4x6 3x5 =3x4 =3x8 =5x6 4x12 =3x8 1.5x4 3x4 3x43x4 3x8 =6x12 3x6 4x10 =6x8 3x4 1.5x4 5x6 =3x8 680.00 lb 0.00 lb/ft to50.00 lb/ft 18 1716 15 14 13 10 9 12 11 81 2919720 2 2821 6 2722 5 2623 3 24 25 4 T2 B1 B6B2 B4 3-2-15 21-8-0 5-2-2 18-5-1 3-7-14 32-3-0 6-5-2 6-5-2 6-11-2 28-7-2 6-9-12 13-2-15 3-1-3 21-8-0 3-7-0 32-3-0 5-5-10 18-6-13 6-6-4 13-1-3 6-6-15 6-6-15 7-0-0 28-8-0 Scale=1:57.6 PlateOffsets(X,Y):[1:Edge,0-1-12], [3:0-3-8,0-2-0], [4:0-8-4,0-1-12], [7:0-2-8,0-2-0],[11:0-2-4,0-3-4], [12:0-5-8,0-2-12], [14:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.99 Vert(LL)-0.1011-12>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.2411-12>999180 TCDL 10.0 RepStress Incr NO WB 0.83 Horz(CT)0.099n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:212 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2*Except*T4:2x4SPF1650F1.5E BOT CHORD2x4SPFNo.2*Except*B5:2x4SPFStud WEBS 2x4SPFStud*Except*W5,W6,W7,W10,W4,W9:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.Except: 1 Rowatmidpt5-12 WEBS 1Rowatmidpt 4-15,4-14,2-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1837/Mechanical,(min.0-1-8),18=1497/0-6-0,(min.0-2-14) Max Horiz18=-336(LC12) Max Uplift9=-293(LC17),18=-217(LC16) Max Grav9=2170(LC40),18=1848(LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-19=-1761/202,19-20=-1681/204,2-20=-1548/227,2-21=-1829/278,21-22=-1795/278,22-23=-1653/297, 3-23=-1558/315,3-24=-1419/326,24-25=-1419/326,4-25=-1419/326,4-26=-2194/495,5-26=-2306/479,5-27=-2085/356, 6-27=-2164/346,6-28=-2205/344,7-28=-2456/341,7-29=-1773/254,8-29=-1926/253,1-18=-1788/248,8-9=-2108/307 BOTCHORD 17-18=-303/315,16-17=-236/1438,15-16=-236/1438,14-15=-158/1579,5-12=-583/257,11-12=-264/1745,7-11=-972/206 WEBS 3-15=-82/501,4-15=-511/227,4-14=-367/100,12-14=-142/1470,4-12=-276/1053,7-12=-109/295,8-11=-252/1921, 2-15=-180/294,2-17=-645/161,1-17=-151/1621 NOTES 1)Unbalancedroof live 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)exteriorzoneandC-C Exterior(2E)4-7-12to7-10-7, Interior(1)7-10-7 to17-8-15,Exterior(2R)17-8-15 to22-3-11, Interior(1)22-3-11 to22-11-1,Exterior(2R)22-11-1 to27-5-13, Interior(1)27-5-13 to36-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15PlateDOL=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. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding217 lbupliftat joint18and293lbupliftat joint9. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)757 lbdownand141 lbupat22-11-1on topchord.Thedesign/selection ofsuch connectiondevice(s) is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot12 T10 1 12004854-12T PiggybackBase Job Reference(optional) Run:8.31 S Jul272019 Print:8.310SJul272019MiTek Industries,Inc. SatFeb2915:53:28 Page: 1 ID:UQe0iOG5AOoXCPFK7pm_qsyYMd0-OmtCGrxO2bEx5_ue_lDKNkM7a1ZpUzMh421rkezgF4r Continuedonpage 2 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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:1-3=-51,3-4=-61,13-18=-20,11-12=-20,9-10=-20 ConcentratedLoads(lb) Vert:4=-680 TrapezoidalLoads(lb/ft) Vert:4=-51-to-26=-54(F=-3),26=-54(F=-3)-to-5=-62(F=-12),5=-62(F=-12)-to-27=-67(F=-17),27=-67(F=-17)-to-6=-70(F=-19),6=-70(F=-19)-to-28=-73 (F=-22),28=-73(F=-22)-to-7=-88(F=-37),7=-88(F=-37)-to-29=-91(F=-40),29=-91(F=-40)-to-8=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T10 1 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019Print:8.310S Jul272019MiTek Industries, Inc.SatFeb2915:53:28 Page: 2 ID:UQe0iOG5AOoXCPFK7pm_qsyYMd0-OmtCGrxO2bEx5_ue_lDKNkM7a1ZpUzMh421rkezgF4r DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x4 5x6 =4x6 3x5 =3x4 =3x8 =5x6 =3x4 =5x6 =3x4 3x8 3x5 =4x4 4x4 3x4 15 14 1312 11 10 9 8 71 27162617 62 2518 2419 5 2320 321 224 T2 B1 B3B2 5-2-2 18-5-1 6-5-2 6-5-2 6-9-12 13-2-15 6-10-15 25-4-1 6-10-15 32-3-0 5-5-10 18-6-13 6-6-4 13-1-3 6-6-15 6-6-15 6-9-0 32-3-0 6-11-3 25-6-0Scale =1:55.9 Plate Offsets(X,Y):[3:0-4-0,0-2-4], [4:0-4-0,0-2-4], [7:0-1-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.82 Vert(LL)-0.069-10>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.139-10>999180 TCDL 10.0 RepStress Incr YES WB 0.56 Horz(CT)0.048n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:178 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W5,W6,W4,W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-3-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-12,2-12,6-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=1157/Mechanical,(min.0-1-8),15=1158/0-6-0,(min.0-2-6) MaxHoriz15=-336(LC12) MaxUplift8=-150(LC17),15=-146(LC16) Max Grav8=1500(LC40),15=1514(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-16=-1421/129,16-17=-1341/131,2-17=-1207/154,2-18=-1378/182,18-19=-1344/182,19-20=-1200/202, 3-20=-1107/219,3-21=-1032/243,21-22=-1032/243,4-22=-1032/243,4-23=-1123/226,5-23=-1218/208,5-24=-1247/204, 24-25=-1360/189,6-25=-1397/188,6-26=-1262/164,26-27=-1401/140,7-27=-1484/140,1-15=-1455/177,7-8=-1440/181 BOTCHORD 14-15=-304/315,13-14=-174/1148,12-13=-174/1148,11-12=-57/1046,10-11=-57/1046,9-10=-102/1220 WEBS 3-12=-44/295,4-10=-71/365,2-12=-266/177,2-14=-483/128,1-14=-80/1288,6-10=-335/196,6-9=-424/124,7-9=-70/1302 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)4-7-12 to7-10-7, Interior(1)7-10-7 to17-8-15,Exterior(2R)17-8-15 to22-3-11, Interior(1)22-3-11 to22-11-1,Exterior(2R)22-11-1 to27-5-13, Interior(1)27-5-13 to36-7-4zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding146 lbupliftatjoint15and150lbupliftat joint8. 9)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T11 1 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:53:33 Page: 1 ID:guRJrCQJZuuvjAanl_UVj6yYMbW-ljg5JY?Xt8sDBlncnIpV4o31z2It9ImQDJkcPszgF4m DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 4x6 3x6 =6x6 3x5 =3x4 3x5 =3x6 =3x8 =5x6 =3x6 =5x6 =3x4 3x5 =3x8 3x8 4x6 =3x4 18 17 16 1514 13 12 11 10 1 2 9 3 19 248 7 4 20 23 21 22 5 6 T3 B1 B1B2 5-2-222-11-15-9-1311-9-65-11-95-11-9 5-11-917-8-15 6-10-1529-10-1 6-10-1536-9-0 5-5-10 23-0-13 5-9-13 11-9-6 5-9-13 17-7-3 5-11-9 5-11-9 6-9-3 29-10-1 6-10-15 36-9-0 Scale =1:62.6 Plate Offsets(X,Y):[1:0-3-0,0-1-8], [5:0-4-0,0-2-4], [6:0-4-0,0-2-4], [9:0-3-0,0-1-8], [10:Edge,0-1-8], [11:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.82 Vert(LL)-0.1016>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.54 Vert(CT)-0.1914-16>999180 TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT)0.0710n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:197 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W12,W10,W3,W2,W4:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1Rowatmidpt 4-14,6-14,7-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1319/Mechanical,(min.0-1-8),18=1314/0-6-0,(min.0-2-9) MaxHoriz18=335(LC13) MaxUplift10=-158(LC17),18=-190(LC16) Max Grav10=1707(LC40),18=1626(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-2=-2341/251,2-3=-2207/271,3-19=-2209/261,4-19=-1988/292,4-20=-1762/255,20-21=-1607/271,5-21=-1531/287, 5-6=-1379/296,6-22=-1414/255,22-23=-1508/237,7-23=-1689/217,7-8=-1502/175,8-24=-1639/151,9-24=-1724/151, 1-18=-1564/220,9-10=-1645/191 BOTCHORD 17-18=-324/393,16-17=-325/1965,15-16=-201/1818,14-15=-201/1818,13-14=-71/1298,12-13=-71/1298, 11-12=-109/1416 WEBS 4-14=-735/256,5-14=-59/512,6-14=-139/293,6-12=-68/317,7-12=-272/191,7-11=-507/128,9-11=-81/1523, 1-17=-116/1833,3-16=-272/155,4-16=-23/330 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)0-1-12 to3-9-14, Interior(1)3-9-14 to17-8-15,Exterior(2E)17-8-15 to22-11-1,Exterior(2R)22-11-1 to28-1-7, Interior(1)28-1-7 to36-7-4 zone;cantilever left andrightexposed ; endvertical leftandrightexposed;C-C formembersand 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding190 lbupliftatjoint18and158lbupliftat joint10. 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-WoodsideatWest Clay lot12 T12 2 12004854-12T PiggybackBase Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:53:38 Page: 1 ID:CFxnnVq?o12EAEc7BPaEZ3yYMb?-6hU_NF3fhgUWIWfZZrPhnrmuj3_jqVQ9NbSN53zgF4h DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 5x6 2x4 =5x10 4x8 3x6 =6x12 4x6 3x43x4 2x4 =5x6 4x10 =3x4 =6x6 =3x6 =5x6 =3x8 3x5 =3x8 4x6 =3x4 21 20 17 16 15 14 13 12 11 1 2 1819 3 10 4 3222 31 5 30923 2924 6 8252627287 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-5-72-7-3 4-0-613-0-6 4-0-617-0-13 6-6-723-7-36-4-139-0-0 6-6-1430-2-2 6-6-1436-9-0 2-6-02-6-0 2-10-1523-8-153-10-1016-11-1 3-10-1520-10-04-0-613-0-6 6-5-230-2-26-6-09-0-0 6-6-1436-9-0 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-1-4,0-2-0], [10:0-3-0,0-1-8], [11:Edge,0-1-8], [12:0-3-8,0-1-8], [18:0-3-0,0-3-0], [19:0-3-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.91 Vert(LL)-0.145>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.84 Vert(CT)-0.2918-19>999180 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.1511n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:217 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W7,W9,W10,W11,W12,W8,W2:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-1-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:19-20 7-4-1ocbracing:18-19. WEBS 1Rowatmidpt 6-15,7-13,9-13,6-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1325/Mechanical,(min.0-1-8),21=1389/0-6-0,(min. 0-2-10) MaxHoriz21=336(LC13) MaxUplift11=-154(LC17),21=-220(LC16) Max Grav11=1688(LC41),21=1682(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-3113/432,3-4=-2724/315,4-22=-2636/319,5-22=-2630/339,5-23=-2653/440,23-24=-2565/450,6-24=-2491/461, 6-7=-1703/293,7-25=-1287/248,25-26=-1287/248,26-27=-1287/248,27-28=-1287/248,8-28=-1287/248, 8-29=-1488/235,9-29=-1656/200,9-30=-1415/167,30-31=-1444/164,31-32=-1578/145,10-32=-1665/141, 2-21=-1630/253,10-11=-1628/185 BOTCHORD 18-19=-638/2895,5-18=-414/221,15-16=-150/1668,14-15=-107/1389,13-14=-107/1389,12-13=-107/1363 WEBS 3-18=-785/342,6-18=-290/1150,6-15=-670/237,7-15=-146/722,7-13=-291/136,8-13=-40/387,9-12=-529/121, 10-12=-81/1478,6-16=-303/72,16-18=-124/1511,2-19=-381/2515 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)-1-2-12 to2-6-0, Interior(1)2-6-0to17-0-13,Exterior(2R)17-0-13 to22-3-2, Interior(1)22-3-2 to23-7-3,Exterior(2R)23-7-3 to28-9-9, Interior(1)28-9-9to 36-7-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding220 lbupliftatjoint21and154lbupliftat joint11. 10)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-WoodsideatWest Clay lot12 T13 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:53:43 Page: 1 ID:TPj1nundeoSFc7_GgRUE7DyYMYT-SeHtQz7oWC7oOHYXMO_sUvUix4c7VnpuWt98mHzg F4c DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 5x6 2x4 =5x10 4x10 3x6 =MT18HS8x12 4x6 3x43x4 2x4 =4x6 =5x12 =3x8 1.5x4 =3x6 =6x6 =3x4 3x5 =3x8 4x6 3x4 21 20 17 16 15 14 13 12 11 1 2 1819 3 22 4 10 27 23 26 95 72425 86 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-5-72-7-3 6-1-820-4-0 6-1-826-5-8 5-1-1231-7-45-2-814-2-86-4-139-0-0 5-1-1236-9-0 2-6-02-6-0 2-6-022-10-0 3-9-426-7-4 5-0-031-7-45-0-1214-0-12 5-1-1236-9-06-3-420-4-06-6-09-0-0 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-2-8,0-2-0], [6:0-6-0,0-0-9], [12:0-3-8,0-1-8], [18:0-3-0,Edge],[19:0-3-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.68 Vert(LL)-0.135>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.83 Vert(CT)-0.2818-19>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.1411n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:210 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W6,W8,W9,W10,W11,W2:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:19-20 7-11-2ocbracing:18-19. WEBS 1Rowatmidpt 6-16,6-15,7-15,8-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1356/Mechanical,(min.0-1-8),21=1414/0-6-0,(min.0-2-9) MaxHoriz21=292(LC15) MaxUplift11=-127(LC17),21=-199(LC16) Max Grav11=1590(LC41),21=1627(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-3010/375,3-22=-2559/255,4-22=-2507/256,4-23=-2434/270,5-23=-2306/291,5-6=-2492/448,6-24=-1569/210, 7-24=-1572/210,7-25=-1572/210,8-25=-1569/210,8-9=-1476/189,9-26=-1186/133,26-27=-1276/125,10-27=-1391/114, 2-21=-1574/228,10-11=-1541/151 BOTCHORD 18-19=-545/2856,5-18=-516/262,15-16=-206/1403,14-15=-98/1206,13-14=-98/1206,12-13=-89/1119 WEBS 3-18=-855/318,16-18=-181/1254,6-18=-318/1210,6-15=-189/320,7-15=-673/211,8-15=-176/648,9-13=-138/343, 9-12=-602/105,10-12=-71/1296,2-19=-323/2435 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)-1-2-12 to2-6-0, Interior(1)2-6-0to14-2-8,Exterior(2R)14-2-8 to19-4-14, Interior(1)19-4-14 to26-5-8,Exterior(2R)26-5-8 to31-7-4, Interior(1)31-7-4to 36-7-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Refer togirder(s) for truss to truss connections. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding199 lbupliftatjoint21and127lbupliftat joint11. 11)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-WoodsideatWest Clay lot12 T14 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:53:48 Page: 1 ID:FIrBIhvylNA2GQc8dTf1OryYMX0-pc4mTgBxLll5U3QU9ya1ByBdQ5JQA2Ldg9tvRUzgF4X DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 5x8 2x4 =6x8 4x10 =6x12 4x6 3x43x4 2x4 =4x12 =6x12 =3x4 =3x6 =3x4 =3x4 =4x6 =5x6 =4x10 =6x6 3x4 20 19 16 15 14 13 12 11 1 2 1718 21 3 1022 2723 26 4 6 7 824 25 95 T2 T3 B1 B5 B6 B3 0-1-12 0-1-12 1-2-12 -1-2-12 2-5-72-7-3 2-4-311-4-3 5-11-1423-3-155-11-1417-4-1 5-11-1429-3-136-4-139-0-0 7-5-336-9-0 2-2-711-2-72-6-02-6-0 4-6-929-5-94-7-024-11-06-6-09-0-0 7-3-736-9-09-1-920-4-0 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-2-4,0-2-0], [5:0-6-0,0-0-9], [17:0-2-0,0-2-12], [18:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.97 Vert(LL)-0.1614-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.80 Vert(CT)-0.3814-15>999180 TCDL 10.0 RepStress Incr YES WB 0.98 Horz(CT)0.1511n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:191 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T4:2x4SPF1650F1.5E BOTCHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W8,W9,W10,W11:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1Rowatmidpt 6-15,8-12 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1388/Mechanical,(min.0-1-8),20=1440/0-6-0,(min.0-2-8) MaxHoriz20=249(LC13) MaxUplift11=-97(LC12),20=-172(LC16) Max Grav11=1504(LC40),20=1579(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-21=-2860/295,3-21=-2852/307,3-22=-2425/243,22-23=-2380/259,4-23=-2371/279,4-5=-2270/323,5-24=-1703/219, 6-24=-1706/218,6-7=-2121/231,7-8=-2121/231,8-25=-1326/178,9-25=-1323/179,9-26=-1530/171,26-27=-1534/148, 10-27=-1583/140,2-20=-1527/198,10-11=-1444/131 BOTCHORD 17-18=-559/2724,4-17=-352/191,14-15=-345/2146,13-14=-300/2020,12-13=-300/2020 WEBS 3-17=-927/308,15-17=-234/1739,5-17=-245/1173,5-15=-298/131,6-15=-690/229,8-14=0/329,8-12=-1084/251, 9-12=-29/419,10-12=-144/1427,2-18=-296/2282 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)-1-2-12 to2-6-0, Interior(1)2-6-0to11-4-3,Exterior(2R)11-4-3 to16-6-9, Interior(1)16-6-9to29-3-13,Exterior(2R)29-3-13 to34-6-2, Interior(1)34-6-2to 36-7-4 zone;cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding172 lbupliftatjoint20and97 lbupliftat joint11. 10)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-WoodsideatWest Clay lot12 T15 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:53:53 Page: 1 ID:ymVpXkRZNujpYBzbCiRMA6yYMWK-AZufWOF49HNObqISyVACu0uPV628rE7MqQbf7hzgF4S DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 =3x4 5x6 2x4 =5x10 4x10 =6x6 =6x6 =6x12 3x4 3x5 =3x4 =6x10 =3x6 =3x4 =5x8 =6x6 =4x6 4x6 3x4 21 20 16 15 1413 12 11 1 2 181719 22 3 23 10 30524256262778282949 T2 T3 B1 B5 B6 B3 0-7-13 9-1-12 0-1-12 0-1-12 1-2-12 -1-2-12 2-5-72-7-3 5-10-128-5-15 7-6-616-8-2 4-6-1536-9-07-8-232-2-17-9-1424-5-15 0-5-1 24-11-0 0-7-13 9-0-0 2-6-02-6-0 4-5-336-9-05-10-38-4-3 7-4-1332-3-137-8-216-8-2 7-9-1424-5-15 Scale =1:66.2 Plate Offsets(X,Y):[2:0-2-9,0-2-8], [3:0-2-8,0-2-0], [13:0-2-0,0-3-0], [17:0-6-0,0-2-12], [19:0-3-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.99 Vert(LL)-0.2214-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(CT)-0.4015-16>999180 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.1611n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:184 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T3:2x4SPF1650F1.5E BOTCHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W8,W7,W10,W2:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-2-0ocbracing. WEBS 1Rowatmidpt 6-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1420/Mechanical,(min.0-1-8),21=1467/0-6-0,(min.0-2-7) MaxHoriz21=205(LC13) MaxUplift11=-180(LC12),21=-158(LC13) Max Grav11=1657(LC40),21=1551(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-22=-2944/395,3-22=-2913/406,3-23=-2745/365,4-23=-2705/397,4-5=-2538/411,5-24=-2509/405,24-25=-2509/405, 6-25=-2509/405,6-26=-2946/431,26-27=-2946/431,7-27=-2946/431,7-8=-2946/431,8-28=-2698/386,28-29=-2696/386, 9-29=-2695/387,9-30=-1361/209,10-30=-1412/205,2-21=-1503/196,10-11=-1631/196 BOTCHORD 18-19=-598/2668,17-18=-428/2332,5-17=-916/292,15-16=-21/340,14-15=-440/2694,13-14=-179/1242, 12-13=-179/1242 WEBS 3-18=-823/293,4-17=-379/1198,15-17=-482/2637,6-17=-524/206,6-15=-373/202,8-15=-68/313,8-14=-922/288, 9-14=-325/1810,9-12=-775/198,10-12=-192/1520,2-19=-369/2380,4-18=-17/580 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)-1-2-12 to2-6-0, Interior(1)2-6-0to8-5-15,Exterior(2R)8-5-15 to13-8-5, Interior(1)13-8-5 to32-2-1,Exterior(2E)32-2-1 to36-7-4 zone; cantilever leftandright exposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding158 lbupliftatjoint21and180lbupliftat joint11. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T16 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:53:59 Page: 1 ID:0G939ENUIF7wVu9?6Om1j9yYMPy-_jFwnRJql78XJlmcIlHc8H8QnX2rF0jFCM2_KLzgF4M DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 =3x4 1.5x4 =5x6 4x6 =3x4 1.5x4 =3x4 7198 62 53 1916 17 18 4 B1 B2 0-10-12 -0-10-12 0-10-12 21-10-12 5-1-1 10-6-0 5-1-1 15-7-1 5-4-15 5-4-15 5-4-15 21-0-0 6-9-6 13-10-11 7-1-5 7-1-5 7-1-5 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[2:0-2-1,0-1-8], [6:0-2-1,0-1-8], [9:0-2-12,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.068-15>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.138-15>999180 TCDL 10.0 RepStress Incr YES WB 0.30 Horz(CT)0.02 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:90 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-4-15ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)2=789/0-6-0,(min.0-1-8),6=789/0-6-0,(min.0-1-8) Max Horiz2=-248(LC14) Max Uplift2=-119(LC16),6=-119(LC17) Max Grav2=894(LC2),6=894(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1058/163,3-16=-982/234,16-17=-899/246,4-17=-871/269,4-18=-863/264,18-19=-892/241,5-19=-974/228, 5-6=-1057/164 BOT CHORD 2-9=-145/837,8-9=0/537,6-8=-35/766 WEBS 4-9=-192/505,3-9=-334/268,4-8=-186/500,5-8=-333/266 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 tobearingplatecapableofwithstanding119 lbupliftat joint2and119lbupliftat 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-WoodsideatWest Clay lot12 T18 10 12004854-12T Common Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:04 Page: 1 ID:6CT7qZerjC8cuNouw5cLf5yYMLk-Lh2pq8NzZfmqPWeZ5JtnrKrRIYufwNU_Lell?ZzgF4H DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 =3x4 1.5x4 3x5 =3x4 =4x4 =3x8 3x5 1.5x4 =3x4 610987 1 5 42 17 20 18 19 3 B1 B2 0-10-12 21-10-12 4-8-0 10-6-0 4-8-0 15-2-0 5-10-0 5-10-0 5-10-0 21-0-0 4-8-0 15-2-0 4-8-0 10-6-0 5-10-0 5-10-0 5-10-0 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[1:0-1-11,0-1-8], [5:0-1-11,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)0.0510-13>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.077-16>999180 TCDL 10.0 RepStress Incr YES WB 0.40 Horz(CT)0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W3:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=216/0-6-0,(min.0-1-8),5=587/0-6-0,(min.0-1-8), 10=729/0-4-0,(min.0-1-8) Max Horiz1=-241(LC14) Max Uplift1=-44(LC17),5=-109(LC17),10=-128(LC16) Max Grav1=259(LC36),5=667(LC2),10=821(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-412/165,17-18=-371/174,3-18=-315/197,3-19=-311/177,19-20=-369/154,4-20=-418/145,4-5=-738/121 BOT CHORD 7-8=0/495,5-7=0/495 WEBS 2-10=-664/161,2-8=0/286,4-8=-427/225 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)0-0-0 to3-0-0, Interior(1)3-0-0 to10-6-0,Exterior(2R)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 zone; cantilever leftandrightexposed;end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;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 tobearingplatecapableofwithstanding44 lbupliftat joint1,128 lbupliftat joint10and109lbupliftat joint5. 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-WoodsideatWest Clay lot12 T19 1 12004854-12T Common Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:08 Page: 1 ID:2ghbWVVlDjygH89M0osmVsyYMKe-DSIKgWQUduGFu7yKK8xj?A07m9HIs9vaGGjy9KzgF4D DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 1.5x4 =3x4 4x12 1.5x4 =3x4 3x5 =3x4 =4x4 =3x8 3x5 1.5x4 =3x4 713 12 1110 9 8 6 1 2 17 5 3 18 21 2019 4 T1 B1 B2 0-10-12 21-10-12 1-8-15 1-8-15 4-4-9 6-1-7 4-4-9 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0 1-10-11 1-10-11 4-0-2 5-10-13 4-7-3 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[6:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)0.048-16>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.068-16>999180 TCDL 10.0 RepStress Incr YES WB 0.46 Horz(CT)0.03 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:101 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-11-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=785/0-6-0,(min.0-1-8),13=753/0-6-0,(min.0-1-8) Max Horiz13=-261(LC14) Max Uplift6=-118(LC17),13=-98(LC16) Max Grav6=889(LC2),13=943(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-1221/137,3-17=-971/156,3-18=-835/184,18-19=-749/186,4-19=-676/214,4-20=-676/210,20-21=-686/187, 5-21=-764/175,5-6=-1092/157 BOT CHORD 12-13=-183/1048,11-12=-179/1051,10-11=-103/866,9-10=-103/866,8-9=-26/774,6-8=-26/774 WEBS 2-13=-1350/153,3-9=-491/203,4-9=-148/613,5-9=-413/222 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 to1-8-15, Interior(1)1-8-15 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding98 lbupliftat joint13and118 lbupliftat joint6. 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-WoodsideatWest Clay lot12 T20 1 12004854-12T RoofSpecial Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:14 Page: 1 ID:dLduXoB3PQOON0zzOMqHMAyYMFt-aQ5DjDUdSQuY_uqI7iXuiEjz1A_KXPDJQYRjqXzgF48 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 1.5x4 =3x4 4x12 1.5x4 =3x4 3x5 =3x4 =4x4 =3x8 3x5 1.5x4 =3x4 713 12 1110 9 8 6 1 2 517 3 18 21 2019 4 T1 B1 B2 0-10-12 21-10-12 2-4-2 2-4-2 3-9-11 6-1-14 4-4-2 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0 2-5-14 2-5-14 3-9-5 6-3-3 4-2-13 10-6-0 5-1-1 15-7-1 5-4-15 21-0-0Scale = 1:51.1 Plate Offsets(X,Y):[6:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)0.048-16>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.068-16>999180 TCDL 10.0 RepStress Incr YES WB 0.45 Horz(CT)0.03 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:103 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W7:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=786/0-6-0,(min.0-1-8),13=758/0-6-0,(min.0-1-8) Max Horiz13=-268(LC14) Max Uplift6=-118(LC17),13=-100(LC16) Max Grav6=889(LC2),13=905(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-1167/155,3-17=-949/158,3-18=-824/180,18-19=-740/187,4-19=-670/210,4-20=-670/210,20-21=-684/187, 5-21=-764/175,5-6=-1093/157 BOT CHORD 12-13=-149/992,11-12=-146/995,10-11=-92/849,9-10=-92/849,8-9=-24/774,6-8=-24/774 WEBS 3-9=-475/191,4-9=-147/600,5-9=-413/222,2-13=-1276/144 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 to2-4-2, Interior(1)2-4-2 to10-6-0,Exterior(2R)10-6-0 to13-6-0, Interior(1)13-6-0 to21-10-12 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint13and118lbupliftat joint6. 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-WoodsideatWest Clay lot12 T21 1 12004854-12T RoofSpecial Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:19 Page: 1 ID:unxZ5?MLFQx?LW9NNSYG6wyYMD4-PZSUzHZN1GfiipISTyeIyVz?hb2jx6tBoTu11BzgF42 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 2x4 =3x5 =6x6 =4x4 =3x4 4x4 =4x6 =3x8 6x8 2x4 10 9 8 7 6 1 2 5 3 11 14 1312 4 T1 B1 B2 3-5-5 3-5-5 3-9-2 7-2-7 3-9-9 11-0-0 6-10-0 17-10-0 3-7-1 3-7-1 6-10-0 17-10-0 7-4-15 11-0-0Scale = 1:45.6 Plate Offsets(X,Y):[5:0-3-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.72 Vert(LL)-0.087-9>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.187-9>999180 TCDL 10.0 RepStress Incr YES WB 0.54 Horz(CT)0.02 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:84 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-11-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=624/Mechanical,(min.0-1-8),10=651/0-6-0,(min.0-1-8) Max Horiz10=232(LC15) Max Uplift6=-80(LC16),10=-97(LC16) Max Grav6=702(LC2),10=742(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1941/238,3-11=-699/145,11-12=-678/148,4-12=-562/175,4-13=-554/150,13-14=-562/124,5-14=-650/122, 5-6=-646/126 BOT CHORD 9-10=-219/1505,8-9=-140/790,7-8=-140/790 WEBS 2-10=-1605/153,4-7=-68/449,5-7=-25/432,2-9=-744/181,3-7=-548/209,3-9=-128/1052 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 to3-5-5, Interior(1)3-5-5 to11-0-0,Exterior(2R)11-0-0 to14-0-0, Interior(1)14-0-0 to17-8-4 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding97 lbupliftat joint10and80 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T22 1 12004854-12T RoofSpecial Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:24 Page: 1 ID:KQX6FDTBUiROIAtyUdAmZKyYM92-lXFN0_dWsoH_pbAPGVETfYgmdciscMhwylboiOzgF3z DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 =3x4 =6x6 =3x4 =3x4 4x4 =4x6 =3x8 6x8 2x4 10 9 8 7 6 1 2 5 3 14 1311 12 4 T1 B1 B2 4-0-9 4-0-9 3-5-7 7-6-0 3-6-0 11-0-0 6-10-0 17-10-0 4-2-5 4-2-5 6-9-11 11-0-0 6-10-0 17-10-0Scale = 1:45.6 Plate Offsets(X,Y):[5:0-3-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.72 Vert(LL)-0.057-9>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)-0.127-9>999180 TCDL 10.0 RepStress Incr YES WB 0.59 Horz(CT)0.02 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:86 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=625/Mechanical,(min.0-1-8),10=656/0-6-0,(min.0-1-8) Max Horiz10=232(LC15) Max Uplift6=-77(LC16),10=-100(LC16) Max Grav6=702(LC2),10=709(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-1628/215,3-11=-674/149,11-12=-602/155,4-12=-550/174,4-13=-542/147,13-14=-550/122,5-14=-648/120, 5-6=-643/127 BOT CHORD 9-10=-197/1236,8-9=-129/737,7-8=-129/737 WEBS 2-10=-1355/147,4-7=-70/442,5-7=-26/419,2-9=-589/171,3-7=-521/196,3-9=-117/823 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 to11-0-0,Exterior(2R)11-0-0 to14-0-0, Interior(1)14-0-0 to17-8-4 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint10and77 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T23 1 12004854-12T RoofSpecial Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:29 Page: 1 ID:lLrNjJYOmkXvshbte6lP8uyYM7g-6V3G4hhfhLvHvM3N33peLcOcMdQfHc9g51JZNczgF3u DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 1.5x4 1.5x4 =5x6 1.5x4 3x4 2x4 6 5 4 1 2 3 T1 B1 1-6-5 1-6-5 2-11-11 4-6-0 1-8-1 1-8-1 2-9-15 4-6-0 Scale = 1:28.8 Plate Offsets(X,Y):[2:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)-0.024-5>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.25 Vert(CT)-0.044-5>999180 TCDL 10.0 RepStress Incr YES WB 0.03 Horz(CT)n/a -n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=151/Mechanical,(min.0-1-8),6=161/0-4-0,(min.0-1-8) Max Horiz6=57(LC16) Max Uplift4=-58(LC16),6=-13(LC16) Max Grav4=218(LC36),6=174(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 to1-6-5, Interior(1)1-6-5 to4-4-4 zone; cantilever leftexposed ;end vertical leftexposed;C-C formembersand forces&MWFRSforreactions shown; Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Provideadequatedrainage topreventwaterponding. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding13 lbupliftat joint6and58 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-WoodsideatWest Clay lot12 T27 1 12004854-12T Jack-Closed Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:34 Page: 1 ID:C1wbCTUVN5Pz_Olw1UtjXvzgIwl-TSs97PkoVtYZ07xKrcPp2f5bEeAJy08PFJ0K2pzgF3p DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 3 12 =3x4 1.5x4 1.5x4 1 4 2 8 9 3 B1 1-2-12 -1-2-12 6-6-0 6-6-0 6-6-0 Scale = 1:26.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.61 Vert(LL)0.174-7>449240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.44 Vert(CT)-0.184-7>419180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.01 2n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=293/0-4-0,(min.0-1-8),4=219/0-6-0,(min.0-1-8) Max Horiz2=82(LC12) Max Uplift2=-163(LC12),4=-120(LC12) Max Grav2=358(LC23),4=284(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-4-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)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;Min. flatroof snow loadgoverns. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding120 lbupliftatjoint4and163 lbupliftat joint2. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T29 6 12004854-12T Jack-Closed Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:39 Page: 1 ID:vuEiAUyN1BC4WvyFekufXmyYOSv-pQf2A6owKPAs6uqIe9?_ljoMcfqYdGr8Pbk5k1zgF3k DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 3 12 =3x4 1.5x4 6x6 =6x6 1.5x4 680.00 lb 50.00 lb/ft to0.00 lb/ft 1 6 5 2 10 11 12 3 4 B1 1-2-12 -1-2-12 3-8-0 10-8-0 7-0-0 7-0-0 3-8-0 10-8-0 7-0-0 7-0-0 Scale = 1:30.8 Plate Offsets(X,Y):[2:0-0-15,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)0.126-9>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.63 Vert(CT)-0.136-9>942180 TCDL 10.0 RepStress Incr NO WB 0.69 Horz(CT)-0.03 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:35 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-10-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-7-9ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=686/0-4-0,(min.0-1-8),5=890/0-6-0,(min.0-1-9) Max Horiz2=124(LC12) Max Uplift2=-357(LC12),5=-469(LC12) Max Grav2=778(LC2),5=1005(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-10=-1758/1458,10-11=-1714/1463,11-12=-1710/1464,3-12=-1675/1473 BOT CHORD 2-6=-1523/1663,5-6=-1523/1663 WEBS 3-5=-1887/1728 NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-6-4 zone; cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-C formembersand forces& MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)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;Min. flatroof snow loadgoverns. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding357 lbupliftatjoint2and469 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)768 lbdownand738lbupat7-0-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,5-7=-20 ConcentratedLoads(lb) Vert:3=-680 TrapezoidalLoads(lb/ft) Vert:3=-101(F=-50)-to-4=-51 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 T30 3 12004854-12T Jack-Closed Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:43 Page: 1 ID:gg1ByyRp8oX8q5FfFW5Q9jyYMjF-iBvY0UrROegIbW73t?3wwZz4GG9VZw3jJCiJtozgF3g DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x5 =3x4 =4x8 1.5x4 1.5x4 1.5x4 =5x6 =3x10 1.5x4 =5x6 =3x4 1.5x4 5x10 3x4 1.5x4 =4x10 =5x6 =3x5 19 18 11 10 1 2 16 15 14 13 1217 8 97 3 52221 23204 6 T2 T4 B1 B5 B3 0-6-9 14-11-12 0-1-12 0-1-12 0-9-12 -0-9-12 0-8-6 3-0-10 1-8-13 14-5-3 1-9-4 16-9-0 2-2-8 2-4-4 4-9-14 7-10-8 4-9-14 12-8-6 0-4-14 2-10-14 1-4-5 14-2-7 0-7-9 14-10-0 1-11-0 16-9-0 2-6-0 2-6-0 4-11-10 7-10-8 4-11-10 12-10-2 Scale =1:37.4 Plate Offsets(X,Y):[4:0-3-0,0-2-1], [6:0-3-0,0-2-1], [7:0-7-12,0-2-4], [12:0-6-8,0-2-4], [17:0-5-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)-0.0714-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.56 Vert(CT)-0.1214-15>999180 TCDL 10.0 RepStress Incr YES WB 0.66 Horz(CT)0.0810n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:80 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2*Except*T4:2x6SPFNo.2 BOTCHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W8:2x6SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=647/Mechanical,(min.0-1-8),19=685/0-6-0,(min.0-1-8) MaxHoriz19=118(LC15) MaxUplift10=-82(LC13),19=-73(LC13) Max Grav10=856(LC42),19=796(LC42) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-3=-1192/198,3-4=-1094/189,4-20=-1715/237,20-21=-1717/237,5-21=-1717/237,5-22=-1717/237,22-23=-1717/237, 6-23=-1715/237,6-7=-1505/193,7-8=-1773/225,8-9=-1438/179,9-10=-786/109,2-19=-768/167 BOTCHORD 16-17=-190/927,15-16=-193/927,14-15=-160/1161,13-14=-244/1636,12-13=-258/1754,8-12=-338/58 WEBS 6-15=-136/614,6-14=-6/415,7-14=-510/94,9-12=-213/1539,4-15=-161/873,5-15=-551/161,7-13=-383/46,2-17=-92/863 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)-0-9-12 to2-3-2, Interior(1)2-3-2to3-0-10,Exterior(2R)3-0-10 to6-0-10, Interior(1)6-0-10 to12-8-6,Exterior(2E)12-8-6 to14-5-3, Interior(1)14-5-3 to16-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding82 lbupliftatjoint10and73 lbupliftatjoint19. 10)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-WoodsideatWest Clay lot12 T34 1 12004854-12T RoofSpecial Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:54:48 Page: 1 ID:V8I7HH?EsByL?jMqh0iaQhyRCrX-29iR3BvaCAJahH00gYf5dcgxKHtiEBjSTUP4Y?zgF3b DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 1.5x4 3x6 =3x8 3x8 =4x6 =3x4 =6x6 =6x6 =3x8 1.5x4 4x12 =6x8 1.5x4 1.5x4 =3x5 =3x5 17 16 10 9 1 2 15 14 13 12 11 18 7 863 19 2021 22 54 T2 T4 B1 B5 B3 0-1-12 0-1-12 0-9-12 -0-9-12 1-4-3 14-11-12 2-2-8 2-4-4 2-1-3 4-5-7 2-4-0 13-7-9 1-9-4 16-9-0 6-10-2 11-3-9 1-9-11 4-3-11 1-4-3 14-10-0 2-0-8 13-5-13 1-11-0 16-9-0 2-6-0 2-6-0 7-1-10 11-5-5 Scale = 1:37.1 Plate Offsets(X,Y):[4:0-3-15,Edge], [5:0-3-15,Edge], [11:0-2-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)-0.0613-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.67 Vert(CT)-0.1413-14>999180 TCDL 10.0 RepStress Incr YES WB 0.44 Horz(CT)0.10 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:82 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B4:2x4SPFStud WEBS 2x4SPFStud*Except*W5:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:15-16. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=640/Mechanical,(min.0-1-8),17=672/0-6-0,(min.0-1-8) Max Horiz17=162(LC13) Max Uplift9=-72(LC17),17=-71(LC16) Max Grav9=812(LC42),17=800(LC43) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-18=-703/124,3-18=-665/129,3-4=-944/189,4-19=-893/166,19-20=-893/166,20-21=-893/166,21-22=-893/166, 5-22=-893/166,5-6=-1133/168,6-7=-795/96,7-8=-752/91,8-9=-770/121,2-17=-828/142 BOT CHORD 14-15=-239/646,13-14=-174/783,12-13=-222/1185,11-12=-221/1189 WEBS 4-14=-4/262,5-13=0/364,6-13=-341/102,6-11=-597/109,8-11=-159/1012,2-16=-21/481 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)-0-9-12 to2-4-4, Interior(1)2-4-4 to4-5-7,Exterior(2R)4-5-7 to7-5-7, Interior(1)7-5-7 to11-3-9,Exterior(2E)11-3-9 to13-7-9,Interior(1)13-7-9 to16-7-4 zone; cantilever leftandrightexposed ; end vertical 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding72 lbupliftat joint9and71 lbupliftat joint17. 10)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-WoodsideatWest Clay lot12 T35 1 12004854-12T RoofSpecial Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:54 Page: 1 ID:VIN_1uyJi4iv2b7RruvfTYyRAt3-tI3jJF_Ko03kPCTA0pmVstwqdiuNeylLrQsOmfzgF3V DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 1.5x4 3x5 =3x8 6x8 4x8 =3x4 =5x6 =5x6 =3x8 1.5x4 4x12 =6x8 1.5x4 1.5x4 =3x5 =3x4 17 16 10 9 1 2 15 14 13 12 11 18 19 20 3 7 826621 2522 4 23 24 5 T2 T4 B1 B5 B3 0-1-12 0-1-12 0-9-12 -0-9-12 2-1-12 14-11-12 2-4-15 2-6-11 1-9-4 16-9-0 2-11-4 12-10-0 4-0-8 9-10-12 3-3-9 5-10-4 1-11-0 16-9-0 2-6-0 2-6-0 2-1-12 14-10-0 2-7-12 12-8-4 3-2-8 5-8-8 4-4-0 10-0-8 Scale = 1:40.4 Plate Offsets(X,Y):[3:0-0-12,0-2-0], [4:0-3-0,0-2-1], [5:0-3-0,0-2-1], [11:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.31 Vert(LL)-0.0314-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.79 Vert(CT)-0.0614-15>999180 TCDL 10.0 RepStress Incr YES WB 0.35 Horz(CT)0.08 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:16-17,15-16. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=634/Mechanical,(min.0-1-8),17=658/0-6-0,(min.0-1-8) Max Horiz17=202(LC13) Max Uplift9=-87(LC17),17=-82(LC16) Max Grav9=765(LC42),17=891(LC43) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-18=-796/109,18-19=-724/116,19-20=-695/118,3-20=-668/123,3-21=-862/168,21-22=-746/179,4-22=-719/191, 4-23=-618/169,23-24=-618/169,5-24=-618/169,5-25=-779/177,6-25=-870/165,6-26=-522/86,7-26=-523/86, 7-8=-499/85,8-9=-729/131,2-17=-915/140 BOT CHORD 14-15=-319/829,13-14=-172/571,12-13=-211/931,11-12=-213/928 WEBS 3-14=-332/169,4-14=-41/266,5-13=-19/294,6-13=-387/95,6-11=-660/121,8-11=-152/823,2-16=-27/556 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)-0-9-12 to2-2-4, Interior(1)2-2-4 to5-10-4,Exterior(2R)5-10-4 to8-10-4, Interior(1)8-10-4 to9-10-12,Exterior(2E)9-10-12 to12-10-0, Interior(1)12-10-0 to 16-7-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding87 lbupliftat joint9and82 lbupliftat joint17. 10)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-WoodsideatWest Clay lot12 T36 1 12004854-12T RoofSpecial Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:54:59 Page: 1 ID:hmAHBj7X5ZoHZLTtT3e9MnyRArZ-EGtcNy2TcZh0VzL8pMMgZxds8jZhJEG4?ia9RtzgF3Q DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 4x8 1.5x4 3x4 =3x4 3x4 7 6 5 1 2 8 9 3 10 4 B1 1-2-12 -1-2-12 5-1-8 5-1-8 5-1-8 10-3-0 5-1-8 5-1-8 5-1-8 10-3-0 Scale = 1:33.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL)-0.035-6>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.065-6>999180 TCDL 10.0 RepStress Incr YES WB 0.33 Horz(CT)0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:38 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)5=348/Mechanical,(min.0-1-8),7=427/0-6-0,(min.0-1-8) Max Horiz7=179(LC13) Max Uplift5=-97(LC16),7=-132(LC12) Max Grav5=444(LC23),7=487(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-418/241,2-8=-591/141,8-9=-565/148,3-9=-517/158 BOT CHORD 6-7=-321/515,5-6=-321/515 WEBS 3-5=-538/290 NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-1-4 zone; cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding132 lbupliftatjoint7and97 lbupliftat joint5. 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-WoodsideatWest Clay lot12 T37 1 12004854-12T Jack-Closed Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:04 Page: 1 ID:RTGT4?eNxXuIaQ?FhAuNWbzgHW9-aEgVQf6cR5KJckE5cvxrG_Ke9kOI_Vsp8zHw64zgF3L DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 1.5x4 =3x4 3x4 =3x4 1.5x4 5 4 1 6 7 2 3 B1 3-7-8 3-7-8 3-7-8 7-3-0 7-3-0Scale = 1:32.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)-0.144-5>594240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.284-5>297180 TCDL 10.0 RepStress Incr YES WB 0.11 Horz(CT)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:32 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=246/Mechanical,(min.0-1-8),5=246/0-6-0,(min.0-1-8) Max Horiz5=95(LC12) Max Uplift4=-95(LC12),5=-22(LC12) Max Grav4=326(LC22),5=301(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-255/276,2-5=-255/82 NOTES 1)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 to7-1-4 zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 5)Refer togirder(s) for truss to truss connections. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding95 lbupliftat joint4and22 lbupliftat joint5. 7)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-WoodsideatWest Clay lot12 T38 1 12004854-12T Jack-Closed Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:09 Page: 1 ID:RTGT4?eNxXuIaQ?FhAuNWbzgHW9-xBTOTNAlGdybiV63PSX0z12bYk2ufqXYIF?hnIzgF3G DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x6 4x6 =4x4 =6x6 =3x4 =3x10 1.5x4 =6x6 =4x4 4x6 3x6 13 12 11 10 9 8 1 7 2 6 1914 4161715 183 5 T2 B1 B2 0-1-12 0-1-12 0-1-12 22-0-0 1-2-12 -1-2-12 1-2-12 23-2-12 4-2-4 4-4-0 4-2-4 21-10-4 6-8-0 11-0-0 6-8-0 17-8-0 4-2-4 4-2-4 4-2-4 22-0-0 6-9-12 17-9-12 6-9-12 11-0-0 Scale =1:42.7 Plate Offsets(X,Y):[2:0-2-14,0-2-0], [6:0-2-14,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.79 Vert(LL)0.1010-12>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.1610-12>999180 TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT)0.038n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=905/0-4-0,(min.0-1-9),13=905/0-4-0,(min.0-1-9) MaxHoriz13=118(LC15) MaxUplift8=-310(LC12),13=-310(LC13) Max Grav8=982(LC40),13=982(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-14=-1285/475,3-14=-1230/497,3-15=-1984/698,15-16=-1986/697,4-16=-1987/697,4-17=-1987/697, 17-18=-1986/697,5-18=-1984/698,5-19=-1230/497,6-19=-1285/474,2-13=-951/412,6-8=-951/412 BOTCHORD 11-12=-404/1105,10-11=-404/1105,9-10=-362/1105 WEBS 3-10=-363/981,4-10=-729/234,5-10=-363/981,2-12=-361/1097,6-9=-363/1097 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)-1-2-12 to1-9-4, Interior(1)1-9-4to4-4-0,Exterior(2R)4-4-0 to8-6-15, Interior(1)8-6-15 to17-8-0,Exterior(2R)17-8-0 to21-10-4, Interior(1)21-10-4 to23-2-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;porchleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding310 lbupliftatjoint13and310lbupliftat joint8. 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-WoodsideatWest Clay lot12 T39 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:55:13 Page: 1 ID:RTGT4?eNxXuIaQ?FhAuNWbzgHW9-qyjuJkDFJsS1B7QqeIcy8tC7AMRobXw8Dtzux3zgF3C DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x6 =6x8 =4x8 =5x6 =3x4 =3x4 =5x6 =4x8 =6x8 3x6 12 11 10 9 8 71 62 20131419 4161715 183 5 T2 B1 B2 0-1-12 22-0-0 0-1-12 0-1-12 1-2-12 23-2-12 1-2-12 -1-2-12 4-8-0 11-0-0 4-8-0 15-8-0 6-2-4 6-4-0 6-2-4 21-10-4 6-2-4 6-2-4 6-2-4 22-0-0 9-7-8 15-9-12 Scale =1:42.7 Plate Offsets(X,Y):[2:0-3-8,Edge], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.81 Vert(LL)0.189-11>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.63 Vert(CT)-0.349-11>765180 TCDL 10.0 RepStress Incr YES WB 0.37 Horz(CT)0.028n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:95 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-10-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-10-1ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=885/0-4-0,(min.0-1-10),12=885/0-4-0,(min.0-1-10) MaxHoriz12=149(LC15) MaxUplift8=-256(LC12),12=-256(LC13) Max Grav8=1037(LC41),12=1037(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-13=-1155/482,13-14=-1126/490,3-14=-1106/515,3-15=-958/488,15-16=-960/488,4-16=-960/488,4-17=-960/488, 17-18=-960/488,5-18=-958/488,5-19=-1106/515,19-20=-1126/490,6-20=-1155/482,2-12=-990/400,6-8=-990/400 BOTCHORD 11-12=-188/363,10-11=-412/1227,9-10=-412/1227,8-9=-118/292 WEBS 3-11=-158/313,4-11=-369/178,4-9=-369/178,5-9=-157/313,2-11=-309/851,6-9=-313/851 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)-1-2-12 to1-9-4, Interior(1)1-9-4to6-4-0,Exterior(2R)6-4-0 to10-6-15, Interior(1)10-6-15 to15-8-0,Exterior(2R)15-8-0 to19-10-15, Interior(1)19-10-15 to 23-2-12zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRSforreactions 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding256 lbupliftatjoint12and256lbupliftat joint8. 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-WoodsideatWest Clay lot12 T40 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:55:19 Page: 1 ID:V48jfKd7PwebL6rtZlsvRAzgHWB-AwWnMSHO8O5KHuInQrC7rxwzgN5gGqotN9gfcGzgF37 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x4 =3x8 4x4 =3x4 =3x8 =5x6 =6x6 =3x4 4x4 =3x8 3x4 12 11 10 9 8 1 72 13 14 20 19 63 15 18 16 174 5 T2 B1 B2 1-2-12 -1-2-12 4-3-12 22-0-0 4-0-4 8-4-0 4-0-4 17-8-4 5-4-0 13-8-0 4-3-12 4-3-12 5-7-8 13-9-12 8-2-4 8-2-4 8-2-4 22-0-0 Scale =1:41 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.54 Vert(LL)0.138-9>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)-0.248-9>999180 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT)0.038n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:100 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-3-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-9-13ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=793/0-6-0,(min.0-1-10),12=867/0-4-0,(min.0-1-13) MaxHoriz12=172(LC13) MaxUplift8=-190(LC12),12=-196(LC13) Max Grav8=1031(LC41),12=1163(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-13=-255/144,3-15=-1099/499,4-15=-948/511,4-16=-863/475,16-17=-863/475,5-17=-863/475,5-18=-954/509, 6-18=-1105/494,7-20=-265/133,2-12=-393/170,7-8=-257/106 BOTCHORD 11-12=-411/992,10-11=-411/992,9-10=-348/866,8-9=-370/1014 WEBS 4-10=-146/258,5-9=-153/261,3-12=-1099/343,6-8=-1103/359 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)-1-2-12 to1-9-4, Interior(1)1-9-4to8-4-0,Exterior(2R)8-4-0 to12-6-15, Interior(1)12-6-15 to13-8-0,Exterior(2R)13-8-0 to17-9-11, Interior(1)17-9-11to 21-10-4zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRSforreactions 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=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. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding196 lbupliftatjoint12and190lbupliftat joint8. 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-WoodsideatWest Clay lot12 T41 1 12004854-12T Hip Job Reference(optional) Run:8.31SJul272019 Print:8.310 SJul272019MiTekIndustries, Inc.SatFeb2915:55:24 Page: 1 ID:4VSa1IbE6?G0Uf7IudICpYzgHWE-?4t2cVL9kErT?pmxn6IX4C93Fn9ugTvml57_pwzgF31 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x4 5x6 =4x4 3x5 =3x4 =3x4 =6x6 =5x6 =3x8 3x5 =4x4 4x6 2x4 14 1312 11 10 9 8 1 15 72 16 21 17 20 63 18 19 4 5 T2 B1 B2 0-1-12 0-1-12 1-2-12 -1-2-12 1-4-0 11-8-0 5-2-0 5-3-12 5-0-4 10-4-0 5-0-4 16-8-4 5-3-12 22-0-0 1-7-8 11-9-12 4-10-8 10-2-4 4-10-8 16-8-4 5-3-12 5-3-12 5-3-12 22-0-0Scale = 1:44 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [7:0-3-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.44 Vert(LL)-0.0511-13>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.0811-13>999180 TCDL 10.0 RepStress Incr YES WB 0.46 Horz(CT)0.02 8n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:113 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor9-2-1ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=773/0-6-0,(min.0-1-13),14=847/0-4-0,(min.0-2-0) Max Horiz14=202(LC13) Max Uplift8=-123(LC12),14=-143(LC16) Max Grav8=1155(LC41),14=1258(LC41) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-16=-1500/463,16-17=-1386/478,3-17=-1288/485,3-18=-1171/406,4-18=-1045/433,4-5=-905/403,5-19=-1048/447, 6-19=-1176/421,6-20=-1293/486,20-21=-1368/473,7-21=-1504/469,2-14=-1205/380,7-8=-1101/337 BOT CHORD 13-14=-221/274,12-13=-412/1197,11-12=-412/1197,10-11=-275/902,9-10=-381/1209 WEBS 3-11=-371/172,4-11=-154/289,5-10=-188/303,6-10=-383/172,2-13=-302/1038,7-9=-315/1071 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-4-0,Exterior(2E)10-4-0 to11-8-0,Exterior(2R)11-8-0 to15-10-15, Interior(1)15-10-15 to21-10-4 zone; cantilever leftand rightexposed ; end vertical leftandrightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding143 lbupliftatjoint14and123lbupliftat joint8. 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-WoodsideatWest Clay lot12 T42 1 12004854-12T Hip Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:28 Page: 1 ID:87LqccZ_aN0IELzvnCGjk7zgHWG-ur7ZStOfnTLvUQ3i0yNTF2KnpPaacKnLgi5BxhzgF2z DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x5 =3x6 =3x5 4x4 =3x4 4x6 =3x4 3x4 =3x4 1.5x4 11 10 9 8 7 1 2 6 3 5 12 15 13 14 4 B1 B2 1-2-12 -1-2-12 3-5-12 19-10-0 5-4-4 11-0-0 5-4-4 16-4-4 5-7-12 5-7-12 5-3-3 19-10-0 7-1-11 14-6-13 7-5-3 7-5-3Scale = 1:44 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.41 Vert(LL)0.079-11>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.45 Vert(CT)-0.139-11>999180 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT)0.02 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:94 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-10-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-9-13ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)7=689/0-6-0,(min.0-1-8),11=764/0-4-0,(min.0-1-8) Max Horiz11=232(LC13) Max Uplift7=-94(LC17),11=-139(LC16) Max Grav7=779(LC2),11=867(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-3=-253/213,3-12=-885/501,12-13=-810/513,4-13=-796/531,4-14=-654/458,14-15=-667/439,5-15=-740/428, 2-11=-328/194 BOT CHORD 10-11=-430/774,9-10=-430/774,8-9=-249/522,7-8=-291/547 WEBS 4-9=-284/398,3-9=-263/219,3-11=-782/304,5-7=-851/415 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to11-0-0,Exterior(2R)11-0-0 to14-0-0, Interior(1)14-0-0 to19-8-4 zone; cantilever leftandrightexposed ; end vertical leftand 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 tobearingplatecapableofwithstanding139 lbupliftatjoint11and94 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-WoodsideatWest Clay lot12 T43 1 12004854-12T Common Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:34 Page: 1 ID:CkD3BwYk2mma?1pXfnEFfizgHWI-i?UqjwTQNJ62CLXsMCUtUJaoopbA0z?E2eYW9LzgF2t DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 1.5x4 =3x5 =3x5 3x4 =4x4 =3x8 3x4 =3x6 1.5x4 9 8 7 6 5 1 14 10 4112 12 13 3 B1 B2 4-0-0 4-0-0 4-0-0 8-0-0 4-5-0 16-10-0 4-5-0 12-5-0 8-0-0 8-0-0 8-10-0 16-10-0Scale = 1:43.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL)0.146-7>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.266-7>770180 TCDL 10.0 RepStress Incr YES WB 0.51 Horz(CT)0.01 6n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:82 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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=586/0-6-0,(min.0-1-8),9=586/0-6-0,(min.0-1-8) Max Horiz9=-131(LC12) Max Uplift6=-79(LC17),9=-76(LC16) Max Grav6=662(LC2),9=662(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-532/326,3-12=-466/348,3-13=-466/346,4-13=-541/322 BOT CHORD 8-9=-176/403,7-8=-176/403,6-7=-201/453 WEBS 3-7=-244/301,2-9=-611/271,4-6=-607/248 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)3-1-12 to6-1-12, Interior(1)6-1-12 to11-0-0,Exterior(2R)11-0-0 to14-0-0, Interior(1)14-0-0 to19-8-4 zone;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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding79 lbupliftat joint6and76 lbupliftat joint9. 7)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-WoodsideatWest Clay lot12 T44 3 12004854-12T Common Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:38 Page: 1 ID:kYfh_bX6HSejNtEK53j06UzgHWJ-bmkLYHWxRYcUhyqdb2Zqe9lVSRw4yrYqzGWjI6zgF2p DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 1.5x4 1 7 6 5 2 4 10 11 3 B1 3-8-4 10-7-10 6-11-6 6-11-6 10-7-10Scale = 1:37.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:38 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-7-10. (lb)-Max Horiz1=178(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5,6except7=-200(LC 16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=318(LC 29),7=365(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-7=-293/297 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)0-4-13 to3-4-13, Interior(1)3-4-13 to6-11-10,Exterior(2R)6-11-10 to9-11-10,Interior(1)9-11-10 to10-6-2 zone; cantilever leftandrightexposed ; end vertical 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)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)5,1,6except(jt=lb)7=200. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot12 V01 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:43 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-xkXEc?a4F4EnnkjbOb8?LCSNJSlndBVZ6YEUzJzgF2k DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 4x4 =4x4 1.5x4 1.5x4 1.5x4 1 5 4 3 8 9 2 B1 3-8-4 9-2-13 5-6-9 5-6-9 9-2-13Scale = 1:34 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:30 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=167/9-2-13,(min.0-1-8),4=102/9-2-13,(min.0-1-8), 5=347/9-2-13,(min.0-1-8) Max Horiz1=131(LC13) Max Uplift1=-50(LC17),4=-74(LC17),5=-18(LC13) Max Grav1=199(LC30),4=173(LC23),5=423(LC29) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-5=-263/80 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)0-4-13 to3-4-13, Interior(1)3-4-13 to5-6-14,Exterior(2R)5-6-14 to8-6-14, Interior(1)8-6-14 to9-1-6 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)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding74 lbupliftat joint4,50 lbupliftatjoint1and18 lbupliftat joint5. 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-WoodsideatWest Clay lot12 V02 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:48 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-IhK7fieC4cs3uVbYB8kA2G9CUTPPITLIGqxFfXzgF2f DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 =4x4 1.5x4 =3x4 1 4 3 11 12 2 B1 3-8-4 7-10-0 4-1-12 4-1-12 7-10-1 Scale = 1:30.4 Plate Offsets(X,Y):[3:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor7-10-1ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings7-10-1. (lb)-Max Horiz1=85(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)4,1except3=-117(LC22) Max GravAllreactions250(lb)or lessat joint(s)3,1except4=685(LC 22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-11=-240/298,2-11=-81/349,2-12=-80/309,3-12=-94/259 BOT CHORD 1-4=-251/210 WEBS 2-4=-538/231 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)0-0-5 to3-0-5, Interior(1)3-0-5 to4-2-1,Exterior(2R)4-2-1 to7-2-1, Interior(1)7-2-1 to7-10-5 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,4,1except(jt=lb)3=116,3=116. 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-WoodsideatWest Clay lot12 V03 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:52 Page: 1 ID:mIH_bEPUaV8Z2RxgRDX627yYTbZ-BTaeU4hj8rNVM6vJQ_p6D6KvV4o6EFXtBRvSoIzgF2b DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 2x4 =4x4 1.5x4 2x4 3 4 1 2 B1 0-4-2 5-5-14 2-4-13 5-1-12 2-8-15 2-8-15 5-5-14 Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-5-14ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=47/5-5-14,(min.0-1-8),3=66/5-5-14,(min.0-1-8), 4=249/5-5-14,(min.0-1-8) Max Horiz1=-55(LC12) Max Uplift1=-9(LC16),3=-8(LC17),4=-41(LC17) Max Grav1=93(LC22),3=87(LC23),4=288(LC23) 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 tobearingplatecapableofwithstanding9lbupliftat joint1,8lbupliftat joint3and41 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-WoodsideatWest Clay lot12 V04 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:55:58 Page: 1 ID:wmMaZdpxTxLB2AE69D7?9IyYTYR-?cxvl7lUjh7f41MTmFvWSNa_qVtHe?mmZNMn?yzgF2V DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 2x4 =3x4 2x4 3 1 2 B1 0-4-2 2-8-5 1-0-0 2-4-3 1-4-2 1-4-2 2-8-5 Scale = 1:24.7 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.03 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:6 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-8-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=82/2-8-5,(min.0-1-8),3=82/2-8-5,(min.0-1-8) Max Horiz1=-24(LC12) Max Uplift1=-10(LC16),3=-14(LC17) Max Grav1=93(LC2),3=93(LC23) 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 tobearingplatecapableofwithstanding10 lbupliftat joint1and14 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-WoodsideatWest Clay lot12 V05 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:02 Page: 1 ID:sz3dhkTB_E0fvJnIlraRoUyYTXc-uOAQbVp_nwd4ZfgE?5_SdDkhd6FEapOMU?K_8jzgF2R DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 =4x4 1.5x4 3x4 1 3 4 9 10 2 B1 0-4-2 8-7-12 3-11-12 8-3-10 4-3-14 4-3-14 8-7-12Scale = 1:31.2 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.29 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:25 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor8-7-12ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=24/8-7-12,(min.0-1-8),3=24/8-7-12,(min.0-1-8), 4=563/8-7-12,(min.0-1-8) Max Horiz1=90(LC13) Max Uplift1=-31(LC23),3=-31(LC22),4=-137(LC16) Max Grav1=66(LC22),3=66(LC23),4=637(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-142/271,2-10=-137/271 WEBS 2-4=-468/306 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)0-0-5 to3-0-5, Interior(1)3-0-5 to4-4-3,Exterior(2R)4-4-3 to7-4-3, Interior(1)7-4-3 to8-8-1 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 tobearingplatecapableofwithstanding31 lbupliftat joint1,31 lbupliftatjoint3and137 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-WoodsideatWest Clay lot12 V06 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:07 Page: 1 ID:KThHx7nVkoYohdIMyZVIPDyYMb3-EL_JeCs7cSGNgQYCoeadKGRTM7vtF1U5eH2lqwzgF2M DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 2x4 1.5x4 =4x4 2x4 1 3 4 10 9 2 B1 0-4-2 5-10-2 2-6-15 5-6-0 2-11-1 2-11-1 5-10-2 Scale = 1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:16 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-10-2ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=45/5-10-2,(min.0-1-8),3=45/5-10-2,(min.0-1-8), 4=324/5-10-2,(min.0-1-8) Max Horiz1=-59(LC12) Max Uplift3=-7(LC17),4=-65(LC16) Max Grav1=84(LC22),3=84(LC23),4=366(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 tobearingplatecapableofwithstanding7lbupliftat joint3and65 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-WoodsideatWest Clay lot12 V07 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:12 Page: 1 ID:aeUWxWk6bayp7WhVRbPIzNyYMYX-bJnChvwGQ_ufmBR9bBAo1K9N_8fJwK_qnZlWV8zgF2H DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 2x4 =3x4 2x4 1 3 2 B1 0-4-2 3-0-9 1-2-2 2-8-6 1-6-4 1-6-4 3-0-9 Scale = 1:25.1 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:7 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-9ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=108/3-0-9,(min.0-1-8),3=108/3-0-9,(min.0-1-8) Max Horiz1=-29(LC12) Max Uplift1=-15(LC16),3=-15(LC17) Max Grav1=123(LC22),3=123(LC23) 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 tobearingplatecapableofwithstanding15 lbupliftat joint1and15 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-WoodsideatWest Clay lot12 V08 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:17 Page: 1 ID:aeUWxWk6bayp7WhVRbPIzNyYMYX-yGa5kd_OFWWysyJ7OklzkNsFU9NVbb5ZxqTHALzgF2C DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 3x4 =4x4 1.5x4 1.5x4 1.5x4 1 5 4 8 3 2 B1 1-9-12 5-5-1 3-7-5 3-7-5 5-5-1 Scale = 1:29.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:18 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-5-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=104/5-5-1,(min.0-1-8),4=39/5-5-1,(min.0-1-8), 5=204/5-5-1,(min.0-1-8) Max Horiz1=88(LC13) Max Uplift1=-16(LC16),4=-34(LC12),5=-25(LC13) Max Grav1=124(LC30),4=68(LC30),5=254(LC29) 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 tobearingplatecapableofwithstanding34 lbupliftat joint4,16 lbupliftatjoint1and25 lbupliftat joint5. 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-WoodsideatWest Clay lot12 V09 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:22 Page: 1 ID:rKVpsk0bd2lTQM7FafNsiEyRBtY-IEO_nK2X339FzjB4AHL8RRZ48A2KGsqI46B2sZzgF27 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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. 10 12 2x4 =4x4 1.5x4 2x4 3 1 4 2 B1 1-9-12 4-0-4 2-2-8 2-2-8 1-9-12 4-0-4 2-2-8 2-2-8 Scale = 1:26.2 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-4ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=39/4-5-0,(min.0-1-8),3=57/4-5-0,(min.0-1-8),4=190/4-5-0, (min.0-1-8) Max Horiz1=-43(LC12) Max Uplift1=-7(LC16),3=-10(LC17),4=-27(LC17) Max Grav1=71(LC22),3=74(LC23),4=213(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 leftexposed ; endvertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;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)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding10 lbupliftat joint3,7lbupliftatjoint1and27 lbupliftat joint4. 10)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)3. 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-WoodsideatWest Clay lot12 V10 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:28 Page: 1 ID:051qKQ6A2JQzY_T1F62VieyRBui-fBBtr26gubnX3U42zrxJ8UGy8Bnhx6A1EOupXmzgF22 DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 2x4 1.5x4 1.5x4 1 3 2 B1 2-11-3 2-11-3 Scale = 1:22.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:6 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=99/2-11-3,(min.0-1-8),3=99/2-11-3,(min.0-1-8) Max Horiz1=33(LC13) Max Uplift1=-21(LC12),3=-26(LC16) Max Grav1=123(LC22),3=123(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding26 lbupliftat joint3and21 lbupliftat joint1. 7)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-WoodsideatWest Clay lot12 V11 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:32 Page: 1 ID:vfqrILf?hr09CaaSFtPc3pzgHW8-09_mulApj7PqAGy?mOXUrY_pfCUWcNpmOgcZB_zgF1z DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 3x4 1.5x4 =4x4 3x4 1 3 4 109 2 B1 0-5-15 9-6-8 4-3-5 9-0-9 4-9-4 4-9-4 9-6-8 Scale = 1:28.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 4n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:25 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-6-8ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=25/9-6-8,(min.0-1-8),3=25/9-6-8,(min.0-1-8),4=625/9-6-8, (min.0-1-8) Max Horiz1=-69(LC12) Max Uplift1=-34(LC23),3=-34(LC22),4=-107(LC16) Max Grav1=73(LC22),3=73(LC23),4=707(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-138/354,2-3=-138/354 BOT CHORD 1-4=-288/191,3-4=-288/191 WEBS 2-4=-524/246 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)0-0-7 to3-0-7, Interior(1)3-0-7 to4-9-11,Exterior(2R)4-9-11 to7-9-11, Interior(1)7-9-11 to9-6-14 zone;cantileverleftandrightexposed ; endvertical leftand 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)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding34 lbupliftat joint1,34 lbupliftatjoint3and107 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-WoodsideatWest Clay lot12 V12 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:38 Page: 1 ID:vfqrILf?hr09CaaSFtPc3pzgHW8-qJM18oEaIzAzuBQ96fdu4pElndUZ03Gfmb3tPdzgF1t DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 2x4 =4x4 1.5x4 2x4 1 3 4 2 B1 0-5-15 5-6-8 2-3-5 5-0-9 2-9-4 2-9-4 5-6-8 Scale = 1:25 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.05 Horiz(TL)n/a -n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-5ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=48/5-6-8,(min.0-1-8),3=48/5-6-8,(min.0-1-8),4=295/5-6-8, (min.0-1-8) Max Horiz1=-38(LC12) Max Uplift1=-10(LC16),3=-16(LC17),4=-41(LC16) Max Grav1=80(LC22),3=80(LC23),4=333(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 tobearingplatecapableofwithstanding10 lbupliftat joint1,16 lbupliftatjoint3and41 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-WoodsideatWest Clay lot12 V13 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:43 Page: 1 ID:vfqrILf?hr09CaaSFtPc3pzgHW8-BG9wCWIi7WoG_yI7vCD3nsxgZeE?hMlOvtme4rzgF1o DE Job# 72717-W1 Dansco Engineering, LLC Date: 03/02/2020 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 12 2x4 1.5x4 1.5x4 1 3 2 B1 2-9-4 2-9-4 Scale = 1:24.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:7 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-9-11ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=93/2-9-4,(min.0-1-8),3=93/2-9-4,(min.0-1-8) Max Horiz1=53(LC13) Max Uplift1=-14(LC16),3=-30(LC16) Max Grav1=122(LC22),3=122(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)Gablerequires continuousbottom chordbearing. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding30 lbupliftat joint3and14 lbupliftat joint1. 7)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-WoodsideatWest Clay lot12 V14 1 12004854-12T Valley Job Reference(optional) Run:8.31 SJul272019 Print:8.310 SJul272019MiTek Industries,Inc. SatFeb2915:56:48 Page: 1 ID:vfqrILf?hr09CaaSFtPc3pzgHW8-YEypFDMry2QY4jB4ilpEUweXRfx9Mcm739UPl2zgF1j