Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About42230005 - GR2 49 - 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: 2005320-12T 18 truss design(s) 75368-W1 06/26/2020 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 # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. =4x6 6x8 3x4 3x4 6x6 5x6 11 10 9 8 7 6 1 5 2 4 3 T1 T2 W1 W7 B1 B1 W3 W4 W5 W4 W3 W2 W6 Scale =1:35.5 Plate Offsets(X,Y):[5:0-2-12,0-2-4], [8:0-3-8,0-4-8], [9:0-3-8,0-5-4], [10:0-3-8,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.36 Vert(LL)-0.07 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.45 Vert(CT)-0.14 8-9 >999 180 TCDL 10.0 RepStress Incr NO WB 0.91 Horz(CT)0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:222 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SP2400F2.0E WEBS 2x4SPFStud*Except*W1,W7:2x6SPF No.2,W2,W6:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor4-8-6ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)7=5780/0-6-0,(min.0-2-11),11=5696/0-6-0,(min.0-2-11) MaxHoriz11=-85(LC36) MaxUplift7=-929(LC13),11=-902(LC12) MaxGrav7=6544(LC2),11=6446(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-12=-6585/917,2-12=-6496/928,2-3=-5988/882,3-4=-5911/875,4-13=-6350/910,5-13=-6435/892,1-11=-5479/795, 5-7=-5636/828 BOTCHORD 11-14=-76/306,14-15=-76/306,10-15=-76/306,10-16=-825/6025,16-17=-825/6025,9-17=-825/6025,9-18=-809/5880, 18-19=-809/5880,8-19=-809/5880,8-20=-64/290,20-21=-64/290,7-21=-64/290 WEBS 2-10=-84/596,2-9=-796/185,3-9=-580/4254,4-9=-673/167,4-8=-82/498,1-10=-866/6374,5-8=-843/6321 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc,2x6-2rows staggeredat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-7-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=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 capableofwithstanding902 lbupliftat joint11and929lbupliftat 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)1438lbdownand201 lbupat2-1-4,1438 lbdownand201 lbupat4-1-4, 1438 lbdownand201 lbupat6-1-4,1438lbdownand201lbupat8-1-4,1438 lbdownand201 lbupat10-1-4,1438 lbdownand201lbupat12-1-4,and1438 lbdown and201 lbupat14-1-4,and1437 lbdownand201 lbupat16-1-4onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 G01 1 22005320-12T CommonGirder JobReference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.FriJun2611:51:13 Page: 1 ID:7_PCuam1dk90FaEEhOyJu?ylzSw-glBxVyj3zNeWkDwIZME7o3Nm2stdUwuaWR9cMOz2RAC Continuedonpage 2 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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=-51,3-5=-51,5-6=-51,7-11=-20 ConcentratedLoads(lb) Vert:14=-1271(B),15=-1271(B),16=-1271(B),17=-1271(B),18=-1271(B),19=-1271(B),20=-1271(B),21=-1270(B) Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 G01 1 22005320-12T CommonGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.Fri Jun2611:51:13 Page: 2 ID:7_PCuam1dk90FaEEhOyJu?ylzSw-glBxVyj3zNeWkDwIZME7o3Nm2stdUwuaWR9cMOz2RAC DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 512 25 14 1 13 2 12 113 4 10 95 86 7 W1 T1 T1 W1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 Scale = 1:34.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horz(CT)0.00 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:90 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings18-0-0. (lb)-Max Horiz25=79(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)14,15,16,17,18,20,21, 23,24,25 Max GravAllreactions250(lb)or lessat joint(s)14,15,16,17,18,19, 20,21,23,24,25 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-10-12 to2-1-4,Exterior(2N)2-1-4 to9-0-0, Corner(3R)9-0-0 to12-0-0,Exterior(2N)12-0-0 to18-10-12 zone; cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)25,14,20,21,23,24,18,17,16,15. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 GE01 1 12005320-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:14 Page: 1 ID:exG7O5WwS?qtVhWIfoD4fuylzcG-8xlJiIkhjhmNMNVU74lMKGv_2GIXDawkl5u9uqz2RAB DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 45 24 2322 211220 3 19418 5 17 6 16 7 15 8 14 9 13 10 12 11 W1 T2 T1 T2 T3 W2 B1 B1B2 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST10 Scale = 1:63.8 Plate Offsets(X,Y):[3:0-1-14,Edge], [19:0-1-14,Edge], [33:0-2-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horz(CT)0.01 24 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:226 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST9,ST8,ST7,ST6:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 11-35,10-37,9-38,8-39,12-34, 13-32,14-31 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings36-9-0. (lb)-Max Horiz45=-227(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)26,27,28,29,30,31,32, 34,37,38,39,40,41,42,43except24=-156(LC13),25=-234 (LC17),44=-123(LC16),45=-120(LC17) Max GravAllreactions250(lb)or lessat joint(s)24,25,26,27,28,29, 30,31,32,34,37,38,39,40,41,42,43,44,45except35=255 (LC16) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 6-7=-109/251,7-8=-127/301,8-47=-144/341,9-47=-128/351,9-10=-163/404,10-11=-178/447,11-12=-178/447, 12-13=-163/404,13-48=-128/351,14-48=-144/341,14-15=-127/301,15-16=-109/251 WEBS 11-35=-311/76 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)2-10-12 to6-6-14,Exterior(2N)6-6-14 to19-9-0, Corner(3R)19-9-0 to23-5-2,Exterior(2N)23-5-2 to40-4-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)37,38,39,40,41,42,43,34,32,31,30,29,28,27,26 except(jt=lb)45=120,24=155,44=123,25=233. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 GE02 1 12005320-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:14 Page: 1 ID:L2Idn41C6Pfh4NtQmh_TVFylzcv-8xlJiIkhjhmNMNVU74lMKGvy9GHJDZgkl5u9uqz2RAB DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 48 26 251242 233 224 215206 197 8 18 9 17 10 16 11 15 12 14 13 W1 T2 T1 T2 T1 W1 B1 B1B2 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale = 1:67.8 Plate Offsets(X,Y):[5:0-1-14,Edge], [21:0-1-14,Edge], [35:0-2-4,0-1-8], [39:0-2-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.19 Horz(CT)0.01 26 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:234 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST10,ST9,ST8,ST7:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 13-37,12-38,11-40,10-41,14-36, 15-34,16-33 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings39-6-0. (lb)-Max Horiz48=-184(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)26,28,29,30,31,32,33, 34,36,38,40,41,42,43,44,45,46except27=-164(LC17), 47=-178(LC16),48=-115(LC12) Max GravAllreactions250(lb)or lessat joint(s)26,27,28,29,30,31, 32,33,34,36,38,40,41,42,43,44,45,46,47,48except 37=258(LC17) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 8-9=-96/275,9-10=-113/326,10-50=-131/366,11-50=-119/375,11-12=-150/429,12-13=-165/471,13-14=-165/471, 14-15=-150/429,15-51=-119/375,16-51=-131/366,16-17=-113/326,17-18=-96/275 WEBS 13-37=-331/81 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 to3-0-10,Exterior(2N)3-0-10 to19-9-0, Corner(3R)19-9-0 to23-9-0,Exterior(2N)23-9-0 to40-4-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)26,38,40,41,42,43,44,45,46,36,34,33,32,31,30,29, 28except(jt=lb)48=115,47=178,27=163. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 GE03 1 12005320-12T CommonSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:14 Page: 1 ID:ACfu275ziFProILa6x5tlVylzcp-8xlJiIkhjhmNMNVU74lMKGvzNGIIDZUkl5u9uqz2RAB DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 2x4 =3x6 =3x6 2x4 11 10 9 8 1 7 2 6 3 5 4 T1 T1 W1 W1 B1 B2 W4 W2 W2W3W3 Scale = 1:34.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.13 9-11 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.66 Vert(CT)-0.26 9-11 >826 180 TCDL 10.0 RepStress Incr YES WB 0.54 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:83 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=680/0-6-0,(min.0-1-8),11=680/0-6-0,(min.0-1-8) Max Horiz11=79(LC15) Max Uplift8=-123(LC17),11=-123(LC16) Max Grav8=771(LC2),11=771(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 3-14=-654/206,4-14=-597/224,4-15=-597/224,5-15=-654/206 BOT CHORD 10-11=-193/558,9-10=-193/558,8-9=-167/558 WEBS 4-9=-29/288,3-11=-713/210,5-8=-713/209 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 to9-0-0,Exterior(2R)9-0-0 to12-0-0, Interior(1)12-0-0 to18-10-12 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 tobearingplatecapableofwithstanding123 lbupliftatjoint11and123lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 T01 1 12005320-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:15 Page: 1 ID:fZRho_lvRLgPkMJveD3?oOylzag-d8IhwelJU?uEzW4ghnGbtUS6afUmywFt_lejQHz2RAA DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 512 1.5x4 3x4 =3x6 4x10 4x10 =6x6 =3x6 3x4 1.5x4 14 13 9 8 12 11 10 71 2 6 53 4 T1 T1 W1 W1 B1 B1 B2 B3 B2 W5 W4W4 W2 W2 W3 W3 Scale = 1:34.3 Plate Offsets(X,Y):[3:0-2-8,0-2-0], [5:0-2-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL)-0.05 10-11 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.12 10-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.27 Horz(CT)0.10 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:88 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)8=680/0-6-0,(min.0-1-8),14=680/0-6-0,(min.0-1-8) Max Horiz14=-79(LC14) Max Uplift8=-123(LC17),14=-123(LC16) Max Grav8=771(LC2),14=771(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-504/173,3-15=-459/175,3-16=-797/216,16-17=-716/229,4-17=-714/243,4-18=-714/252,18-19=-716/238, 5-19=-797/225,5-20=-459/169,6-20=-504/167,2-14=-786/246,6-8=-786/259 BOT CHORD 12-13=-398/126,3-12=-360/163,11-12=-275/718,10-11=-214/718,9-10=-398/116,5-10=-360/157 WEBS 4-11=0/308,2-13=-148/630,6-9=-152/630 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 to9-0-0,Exterior(2R)9-0-0 to12-0-0, Interior(1)12-0-0 to18-10-12 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 tobearingplatecapableofwithstanding123 lbupliftatjoint14and123lbupliftat joint8. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 T02 4 12005320-12T RoofSpecial Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:15 Page: 1 ID:fZRho_lvRLgPkMJveD3?oOylzag-d8IhwelJU?uEzW4ghnGbtUS3dfU0y_Rt_lejQHz2RAA DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 17 16 15 14 13 12 11 10 98 1 7 6 2 53 4 T2 T1 T3 T4 W1 W11 B1 B3B2 W5 W6 W2 W10 W7 W8 W9 W4W3 Scale = 1:63.8 Plate Offsets(X,Y):[1:Edge,0-1-12], [8:0-3-0,0-1-8],[10:Edge,0-1-8], [16:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)-0.12 16-17 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.26 16-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.70 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:177 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W11,W10,W9,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 5-14,2-14 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1344/0-6-0,(min.0-2-6),17=1290/Mechanical,(min.0-1-8) Max Horiz17=-227(LC14) Max Uplift10=-232(LC17),17=-189(LC16) Max Grav10=1522(LC2),17=1457(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-1709/240,2-18=-1611/267,2-3=-1478/293,3-19=-1378/309,19-20=-1349/315,4-20=-1349/335,4-21=-1349/347, 21-22=-1365/328,5-22=-1440/316,5-6=-1854/333,6-7=-1883/300,7-23=-1955/282,8-23=-2043/279,1-17=-1382/244, 8-10=-1456/279 BOT CHORD 15-16=-196/1444,14-15=-196/1444,13-14=-104/1581,12-13=-104/1581,11-12=-188/1749 WEBS 4-14=-124/801,5-14=-629/260,1-16=-157/1442,8-11=-126/1616,5-12=-15/337,2-14=-393/227,2-16=-266/163 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)2-10-12 to6-6-14, Interior(1)6-6-14 to19-9-0,Exterior(2R)19-9-0 to23-5-2, Interior(1)23-5-2 to40-4-12 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding189 lbupliftatjoint17and232lbupliftat joint10. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 T03 1 12005320-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:15 Page: 1 ID:LstvUWeB644SiDHDFuPQ3?ylzc6-d8IhwelJU?uEzW4ghnGbtUSz7fUKyupt_lejQHz2RAA DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. =3x4 16 15 14 13 12 11 10 9 8 1 7 6 2 53 4 T2 T1 T3 T4 W1 W11 B1 B3B2 W5 W6 W2 W10 W7 W8 W9 W4W3 Scale = 1:62.5 Plate Offsets(X,Y):[1:Edge,0-1-12], [8:0-2-12,0-2-0], [9:Edge,0-1-8], [15:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)-0.12 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.26 15-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.06 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:176 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W11,W10,W9,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 5-13,2-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1291/0-6-0,(min.0-2-5),16=1291/Mechanical,(min.0-1-8) Max Horiz16=-217(LC12) Max Uplift9=-209(LC17),16=-189(LC16) Max Grav9=1458(LC2),16=1458(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1711/241,2-17=-1612/267,2-3=-1480/293,3-18=-1376/309,18-19=-1351/314,4-19=-1350/334,4-20=-1351/348, 20-21=-1366/328,5-21=-1442/317,5-6=-1858/335,6-7=-1888/298,7-22=-1950/282,8-22=-2048/278,1-16=-1383/244, 8-9=-1393/242 BOT CHORD 14-15=-205/1445,13-14=-205/1445,12-13=-136/1583,11-12=-136/1583,10-11=-207/1759 WEBS 4-13=-123/801,5-13=-629/259,1-15=-157/1443,8-10=-166/1664,5-11=-17/340,6-11=-259/152,2-13=-393/227, 2-15=-267/163 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)2-10-12 to6-6-14, Interior(1)6-6-14 to19-9-0,Exterior(2R)19-9-0 to23-5-2, Interior(1)23-5-2 to39-4-4 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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding189 lbupliftatjoint16and209lbupliftat joint9. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 T04 7 12005320-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:16 Page: 1 ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-5Ks37_lxFI05bgetEVnqQh?7s3qYhKl0DONGzjz2RA9 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 16 15 14 13 12 11 10 9 8 1 7 6 2 53 4 T2 T1 T3 T4 W1 W11 B1 B3B2 W5 W6 W2 W10 W7 W8 W9 W4W3 Scale = 1:62.5 Plate Offsets(X,Y):[1:Edge,0-1-12], [8:0-2-12,0-2-0], [9:Edge,0-1-8], [15:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)-0.12 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.26 15-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.06 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:176 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W11,W10,W9,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 5-13,2-13 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1291/0-6-0,(min.0-2-5),16=1291/1-3-0,(min.0-2-5) Max Horiz16=-217(LC12) Max Uplift9=-209(LC17),16=-189(LC16) Max Grav9=1458(LC2),16=1458(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-17=-1711/241,2-17=-1612/267,2-3=-1480/293,3-18=-1376/309,18-19=-1351/314,4-19=-1350/334,4-20=-1351/348, 20-21=-1366/328,5-21=-1442/317,5-6=-1858/335,6-7=-1888/298,7-22=-1950/282,8-22=-2048/278,1-16=-1383/244, 8-9=-1393/242 BOT CHORD 14-15=-205/1445,13-14=-205/1445,12-13=-136/1583,11-12=-136/1583,10-11=-207/1759 WEBS 4-13=-123/801,5-13=-629/259,1-15=-157/1443,8-10=-166/1664,5-11=-17/340,6-11=-259/152,2-13=-393/227, 2-15=-267/163 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)2-10-12 to6-6-14, Interior(1)6-6-14 to19-9-0,Exterior(2R)19-9-0 to23-5-2, Interior(1)23-5-2 to39-4-4 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=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 tobearingplatecapableofwithstanding189 lbupliftatjoint16and209lbupliftat 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-Gramercy-2Lot49 T05 1 12005320-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:16 Page: 1 ID:LstvUWeB644SiDHDFuPQ3?ylzc6-5Ks37_lxFI05bgetEVnqQh?7s3qYhKl0DONGzjz2RA9 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 612 20 19 18 17 16 15 14 13 12 111102 93 4 8 5 7 6 T2 T1 T2 T1 W1 W1 B1 B1B2 W7 W6W6 W2 W2 W5 W4 W3W3W4 W5 Scale = 1:67.8 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [10:0-3-0,0-1-12], [12:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.64 Vert(LL)-0.12 16 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.54 Vert(CT)-0.25 16-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.76 Horz(CT)0.08 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:195 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W2,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-6-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 7-16,5-16 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)12=1441/0-6-0,(min.0-2-9),20=1441/0-6-0,(min.0-2-9) Max Horiz20=-184(LC14) Max Uplift12=-240(LC17),20=-240(LC16) Max Grav12=1631(LC2),20=1631(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-21=-2216/293,3-21=-2127/294,3-4=-2056/313,4-5=-2058/360,5-22=-1652/346,22-23=-1584/356,6-23=-1557/377, 6-24=-1557/377,24-25=-1584/356,7-25=-1652/346,7-8=-2058/360,8-9=-2056/313,9-26=-2127/294,10-26=-2216/293, 2-20=-1564/295,10-12=-1564/295 BOT CHORD 19-20=-203/268,18-19=-335/1902,17-18=-216/1764,16-17=-216/1764,15-16=-128/1764,14-15=-128/1764, 13-14=-199/1902 WEBS 6-16=-160/1037,7-16=-624/258,5-16=-624/258,2-19=-145/1769,10-13=-146/1769,7-14=-11/333,5-18=-10/333 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 to3-0-10, Interior(1)3-0-10 to19-9-0,Exterior(2R)19-9-0 to23-8-6, Interior(1)23-8-6 to40-4-12zone; 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)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Allplatesare3x4MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding240 lbupliftatjoint20and240lbupliftat joint12. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 T06 1 12005320-12T Common Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:16 Page: 1 ID:?Fi9HtcNGf95IWObxirBJtylzas-5Ks37_lxFI05bgetEVnqQh?C13sohK20DONGzjz2RA9 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 312 3x6 3x5 3x4 5 4 1 2 3 W1 T1 W2 B1 Scale = 1:21.1 Plate Offsets(X,Y):[4:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)0.04 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.22 Vert(CT)0.03 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=145/0-1-8,(min.0-1-8),5=193/0-4-0,(min.0-1-8) Max Horiz5=46(LC12) Max Uplift4=-84(LC12),5=-102(LC12) Max Grav4=187(LC23),5=253(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)-0-7-12 to2-4-4, Interior(1)2-4-4 to4-4-4 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)Bearingat joint(s)4considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 7)Providemechanical connection(byothers)of truss tobearingplateat joint(s)4. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding102 lbupliftatjoint5and84 lbupliftat joint4. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 T07 10 12005320-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:16 Page: 1 ID:v?lMMBwBHLD?jsVJdJmzY8ylzXt-5Ks37_lxFI05bgetEVnqQh?Ht3xwhVw0DONGzjz2RA9 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 512 =4x4 1 3 2 T1 T1 B1 ST1 Scale =1:23.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:27 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=35/11-4-9,(min.0-1-8),3=35/11-4-9,(min.0-1-8), 4=736/11-4-9,(min.0-1-8) MaxHoriz1=-39(LC17) MaxUplift1=-31(LC23),3=-31(LC22),4=-105(LC16) Max Grav1=90(LC22),3=90(LC23),4=833(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-10=-230/461,10-11=-223/468,2-11=-219/520,2-12=-213/520,12-13=-217/468,3-13=-224/461 BOTCHORD 1-4=-446/275,3-4=-446/275 WEBS 2-4=-616/331 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C Exterior(2E)0-0-10 to3-0-10, Interior(1)3-0-10 to5-8-14,Exterior(2R)5-8-14 to8-8-14, Interior(1)8-8-14 to11-5-2 zone;cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding31 lbupliftatjoint1,31lbupliftat joint3and105lbupliftat joint4. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 V01 1 12005320-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.FriJun2611:51:17 Page: 1 ID:mfzA?ogaq4qoRlLxQULCF0ylzUK-ZWQSLJma0c8xDqD3oCI3yvXPVTE6QwuAR27qV9z2RA8 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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 12 =4x4 2x4 1 3 2 T1 T1 B1 ST1 Scale = 1:17.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-6-15ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=58/6-6-15,(min.0-1-8),3=58/6-6-15,(min.0-1-8), 4=349/6-6-15,(min.0-1-8) Max Horiz1=22(LC20) Max Uplift1=-17(LC16),3=-21(LC17),4=-43(LC16) Max Grav1=94(LC22),3=94(LC23),4=394(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 tobearingplatecapableofwithstanding17 lbupliftat joint1,21 lbupliftatjoint3and43 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 V02 1 12005320-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:17 Page: 1 ID:EsXYD8hCbOyf3vw7_BsRoDylzUJ-ZWQSLJma0c8xDqD3oCI3yvXV1TJbQyGAR27qV9z2RA8 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 812 =4x4 1 9 82 73 64 5 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:57 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings15-7-10. (lb)-Max Horiz1=-132(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,10,11,12,14,15,16 Max GravAllreactions250(lb)or lessat joint(s)1,9,10,11,12,13,14, 15,16 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)0-0-6 to3-0-6, Interior(1)3-0-6 to7-10-3,Exterior(2R)7-10-3 to10-10-3, Interior(1)10-10-3 to15-8-0 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)Allplatesare1.5x4MT20unlessotherwise indicated. 6)Gablerequires continuousbottom chordbearing. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,14,15,16,12,11,10. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 V03 1 12005320-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:17 Page: 1 ID:EsXYD8hCbOyf3vw7_BsRoDylzUJ-ZWQSLJma0c8xDqD3oCI3yvXVjTK9QyEAR27qV9z2RA8 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 812 =4x4 1.5x4 1 5 42 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:37 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings12-7-10. (lb)-Max Horiz1=-106(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1except6=-131(LC17), 8=-134(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=363(LC 23),7=269(LC2),8=363(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-313/188,4-6=-313/188 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)0-0-6 to3-0-6, Interior(1)3-0-6 to6-4-3,Exterior(2R)6-4-3 to9-4-3, Interior(1)9-4-3 to12-8-0 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)1except(jt=lb)8=133,6=131. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 V04 1 12005320-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:17 Page: 1 ID:i25xQUhqMi4Wh3VKXvNgKRylzUI-ZWQSLJma0c8xDqD3oCI3yvXTUTJxQx4AR27qV9z2RA8 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 812 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.31 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.15 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:26 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-7-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=16/9-7-10,(min.0-1-8),3=16/9-7-10,(min.0-1-8), 4=649/9-7-10,(min.0-1-8) Max Horiz1=-80(LC12) Max Uplift1=-43(LC23),3=-43(LC22),4=-127(LC16) Max Grav1=62(LC35),3=62(LC36),4=734(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-150/350,2-3=-150/350 BOT CHORD 1-4=-286/207,3-4=-286/207 WEBS 2-4=-551/273 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)0-0-6 to3-0-6, Interior(1)3-0-6 to4-10-3,Exterior(2R)4-10-3 to7-10-3, Interior(1)7-10-3 to9-8-0zone; 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 tobearingplatecapableofwithstanding43 lbupliftat joint1,43 lbupliftatjoint3and127 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 V05 1 12005320-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:17 Page: 1 ID:i25xQUhqMi4Wh3VKXvNgKRylzUI-ZWQSLJma0c8xDqD3oCI3yvXR7TGjQwsAR27qV9z2RA8 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:20.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:17 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-7-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=44/6-7-10,(min.0-1-8),3=44/6-7-10,(min.0-1-8), 4=382/6-7-10,(min.0-1-8) Max Horiz1=-54(LC12) Max Uplift1=-4(LC16),3=-13(LC17),4=-64(LC16) Max Grav1=86(LC22),3=86(LC23),4=431(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-293/173 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)0-0-6 to3-0-6, Interior(1)3-0-6 to3-4-3,Exterior(2R)3-4-3 to6-4-3, Interior(1)6-4-3 to6-8-0 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding4lbupliftat joint1,13lbupliftatjoint3and64 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 V06 1 12005320-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:17 Page: 1 ID:i25xQUhqMi4Wh3VKXvNgKRylzUI-ZWQSLJma0c8xDqD3oCI3yvXUaTIGQx6AR27qV9z2RA8 DE Job # 75368-W1 Dansco Engineering, LLC Date: 06/26/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 8 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:18.3 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:8 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=129/3-7-10,(min.0-1-8),3=129/3-7-10,(min.0-1-8) Max Horiz1=-28(LC12) Max Uplift1=-20(LC16),3=-20(LC17) Max Grav1=146(LC22),3=146(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 tobearingplatecapableofwithstanding20 lbupliftat joint1and20 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot49 V07 1 12005320-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.Fri Jun2611:51:17 Page: 1 ID:AEfJeqiS6?CMJC4W5cuvteylzUH-ZWQSLJma0c8xDqD3oCI3yvXVRTJKQy9AR27qV9z2RA8