HomeMy WebLinkAbout42230006 - GR2 50 - 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: 2004948-12T
30 truss design(s)
73553-W1
04/03/2020
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# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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.
6x8 6x8
10
9 8 7
6
1 5
2 4
3
T1 T2
W1 W9
B1 B1
W3 W4
W5
W6 W7
W2 W8
Scale =1:44.3
Plate Offsets(X,Y):[6:Edge,0-2-0], [7:0-3-4,0-4-8], [8:0-5-0,0-4-12], [9:0-2-12,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.37 Vert(LL)-0.077-8>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.147-8>999180
TCDL 10.0 RepStress Incr NO WB 0.99 Horz(CT)0.026n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:240 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x6SP2400F2.0E
WEBS 2x4SPFStud*Except*W5:2x4SPFNo.2,W1,W9:2x6SPF No.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor4-10-2ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)6=5722/0-6-0,(min.0-2-11),10=5697/0-6-0,(min.0-2-11)
MaxHoriz10=257(LC9)
MaxUplift6=-878(LC13),10=-875(LC12)
MaxGrav6=6476(LC2),10=6447(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-6167/882,2-11=-4899/766,3-11=-4818/797,3-12=-4748/788,4-12=-4829/757,4-5=-6013/863,1-10=-5681/793,
5-6=-5722/797
BOTCHORD 10-13=-285/491,9-13=-285/491,9-14=-678/4576,14-15=-678/4576,8-15=-678/4576,8-16=-583/4496,16-17=-583/4496,
7-17=-583/4496,7-18=-71/313,6-18=-71/313
WEBS 2-9=-233/1652,2-8=-1381/352,3-8=-891/5836,4-8=-1319/339,4-7=-223/1546,1-9=-591/4609,5-7=-594/4603
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 fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding875 lbupliftat joint10and878lbupliftat joint6.
9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)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,and1438 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)
Vert:1-3=-51,3-5=-51,6-10=-20
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
G01 1 22004948-12T CommonGirder JobReference(optional)
Run:8.4S0Mar102020Print:8.400 SMar102020MiTek Industries,Inc.FriApr0311:11:36 Page: 1
ID:mC018Q4vpX6zXzyTPdyAdBylzTo-YTyL0lof4oZq2X2PNRsWVfAAPfwvTYg9keEnf2zUSjL
Continuedonpage 2
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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:9=-1271(F),7=-1271(F),13=-1271(F),14=-1271(F),15=-1271(F),16=-1271(F),17=-1271(F),18=-1271(F)
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
G01 1 22004948-12T CommonGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTek Industries, Inc.FriApr0311:11:36 Page: 2
ID:mC018Q4vpX6zXzyTPdyAdBylzTo-YTyL0lof4oZq2X2PNRsWVfAAPfwvTYg9keEnf2zUSjL
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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.
1.5x4 1.5x4
=4x4
2x4
2x4
7
6
5
1
2
43
W1
T1 T2
W3
B1
W2
Scale = 1:24.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)0.015-6>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)-0.015-6>999180
TCDL 10.0 RepStress Incr NO WB 0.01 Horz(CT)0.00 5n/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 sheathingdirectlyappliedor4-5-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)5=160/Mechanical,(min.0-1-8),7=213/0-4-0,(min.0-1-8)
Max Horiz7=28(LC73)
Max Uplift5=-102(LC9),7=-152(LC8)
Max Grav5=184(LC33),7=255(LC34)
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 zone; cantilever left
exposed ; end verticalleftexposed;porch 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)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding152 lbupliftatjoint7and102 lbupliftat joint5.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)69 lbdownand105lbupat1-9-4,and16 lbdownand24 lbupat3-10-0
on top chord,and39lbdownand64 lbupat1-9-4,and9 lbdownand18lbupat3-10-0onbottomchord.Thedesign/selectionof such connectiondevice(s) isthe
responsibilityofothers.
12)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-3=-51,3-4=-61,5-7=-20
ConcentratedLoads(lb)
Vert:6=3(F),9=-2(F)
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
G02 2 12004948-12T Jack-Closed Girder Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:37 Page: 1
ID:HrFEOaQz4RrPbwz8uM_2aIylzVx-YTyL0lof4oZq2X2PNRsWVfADVf0hTn_9keEnf2zUSjL
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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.
2.12 12
1.5x4
1.5x4
5
4
1
2
W1
T1
B1
Scale = 1:18
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)0.004-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)0.004-5>999180
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:7 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-9ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=1/Mechanical,(min.0-1-8),4=1/Mechanical,(min.0-1-8),
5=104/0-5-5,(min.0-1-8)
Max Horiz5=25(LC11)
Max Uplift3=-39(LC10),4=-17(LC11),5=-100(LC8)
Max Grav3=11(LC19),4=26(LC7),5=162(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;porch 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;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)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint5,39 lbupliftat joint3and17 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=7(F=29,B=29)-to-3=-26(F=12,B=12),5=0(F=10,B=10)-to-4=-12(F=4,B=4)
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
G03 2 12004948-12T DiagonalHip Girder Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:37 Page: 1
ID:d?Trkss6vI2x3rSIBhAGjbylzWf-0fWjE5pIr5hhfhcbx8Nl1siOH3NzCEPJyIzKBUzUSjK
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
23 14
131
122
3 11
104
5 9
86
7
W1
T1 T1
W1
B1 B2
ST4 ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale = 1:45.3
Plate Offsets(X,Y):[7:0-2-8,Edge], [21:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(CT)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.14 Horz(CT)0.0014n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:105 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST4:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 6-19,8-18
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings18-0-0.
(lb)-Max Horiz23=-281(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)16,21except14=-176(LC
13),15=-205(LC17),17=-148(LC17),20=-148(LC16),
22=-212(LC13),23=-187(LC12)
Max GravAllreactions250(lb)or lessat joint(s)16,17,18,19,20,21
except14=256(LC30),15=298(LC15),22=306(LC14),
23=264(LC31)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 5-24=-88/252,5-6=-180/399,6-7=-129/265,7-8=-129/265,8-9=-180/399,9-25=-87/252
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 to2-0-0,Exterior(2N)2-0-0 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)21,16except(jt=lb)23=186,14=176,20=147,22=212,
17=148,15=205.
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-2Lot50
GE01 1 12004948-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:37 Page: 1
ID:anL1g98r?AoPfm39n4faM8ylzcm-0fWjE5pIr5hhfhcbx8Nl1siMH3LECC9JyIzKBUzUSjK
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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.
42 21
20
19
1 2 18
173
4 16
5 15
6 14
7 13
8 12
9 11
10
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 = 1:62.5
Plate Offsets(X,Y):[3:0-3-0,0-3-0], [17:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.0121n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:225 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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,Except:
10-0-0ocbracing:41-42,40-41.
WEBS 1 Rowatmidpt 10-32,9-34,8-35,7-36,11-31,
12-29,13-28
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings36-9-0.
(lb)-Max Horiz42=-217(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)23,24,25,26,27,28,29,
31,34,35,36,37,38,39,40except21=-139(LC13),22=-228
(LC17),41=-116(LC13),42=-118(LC12)
Max GravAllreactions250(lb)or lessat joint(s)21,22,23,24,25,26,
27,28,29,31,32,34,35,36,37,38,39,40,41,42
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 6-7=-123/295,7-44=-141/335,8-44=-125/345,8-9=-160/398,9-10=-175/441,10-11=-175/441,11-12=-160/398,
12-45=-125/345,13-45=-141/335,13-14=-124/295
WEBS 10-32=-306/74
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 to39-4-4 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)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
9)Gable studs spacedat2-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)34,35,36,37,38,39,40,31,29,28,27,26,25,24,23
except(jt=lb)42=118,21=138,41=115,22=228.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
GE02 1 12004948-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:37 Page: 1
ID:HzTELOTneTBaPvdLtFevyqylzcL-0fWjE5pIr5hhfhcbx8Nl1siNE3LKCCiJyIzKBUzUSjK
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
45
3736353433
23
1
2 22
213
204
195
186
177
168
159
1410
1311
12
W1
T2
T1
T2
T3
W1
B1 B1B2
ST10
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
Scale =1:66.7
Plate Offsets(X,Y):[2:0-3-0,Edge], [5:0-3-0,0-3-0], [19:0-3-0,0-3-0], [23:Edge,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 0.53 Vert(LL)-0.1134-35>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.52 Vert(CT)-0.2134-35>567180
TCDL 10.0 RepStress Incr YES WB 0.30 Horz(CT)0.0123n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:233 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST10,ST9,ST8,ST7:2x4SPF No.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 11-35,10-37,9-38,13-33,14-31,
15-30
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings15-11-0.except45=13-9-0,38=13-9-0,39=13-9-0,40=13-9-0,
41=13-9-0,42=13-9-0,43=13-9-0,44=13-9-0
(lb)-MaxHoriz45=187(LC13)
MaxUpliftAlluplift100(lb)or lessat joint(s)26,27,28,29,38,40,41,42
except24=-308(LC17),30=-153(LC17),39=-183(LC23),
44=-304(LC16)
MaxGravAllreactions250(lb)or lessat joint(s)24,25,26,27,28,29,
30,39,40,41,42,43,44except23=460(LC33),31=576(LC
24),38=684(LC23),45=495(LC32)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-45=-356/0,2-3=-399/0,3-46=-294/0,4-46=-254/0,4-5=-292/15,5-6=-271/43,6-7=-274/69,7-8=-281/116,
9-47=-327/218,10-47=-283/221,10-11=-298/257,11-12=-252/303,12-13=-269/299,13-14=-309/253,15-16=-279/163,
16-17=-271/118,17-18=-275/77,18-19=-270/52,19-49=-292/25,20-49=-299/17,20-21=-303/4,21-22=-394/0,
22-23=-299/0
BOTCHORD 44-45=0/267,43-44=0/267,42-43=0/267,41-42=0/264,40-41=0/264,39-40=0/264,38-39=0/264,37-38=0/264,
36-37=0/264,35-36=0/264,34-35=0/264,33-34=0/264,32-33=0/264,31-32=0/264,30-31=0/264,29-30=0/264,
28-29=0/264,27-28=0/264,26-27=0/264,25-26=0/265,24-25=0/265,23-24=0/265
WEBS 9-38=-339/86,14-31=-319/21
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
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 to39-4-4zone;cantilever leftandrightexposed ; end vertical
leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face),seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;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
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gablestuds spacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
GE03 1 12004948-12T CommonSupportedGable JobReference(optional)
Run:8.4S0Mar102020Print:8.400 SMar102020MiTek Industries,Inc.FriApr0311:11:38 Page: 1
ID:L2Idn41C6Pfh4NtQmh_TVFylzcv-Ur45RRpwcPpXHrBnVsu_a4FTSSbzxdySByjujxzUSjJ
Continuedonpage 2
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding100 lbupliftat joint(s)38,40,41,42,29,28,27,26except(jt=lb)39=183,44=303,
30=152,24=308.
11)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
GE03 1 12004948-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTek Industries, Inc.FriApr0311:11:38 Page: 2
ID:L2Idn41C6Pfh4NtQmh_TVFylzcv-Ur45RRpwcPpXHrBnVsu_a4FTSSbzxdySByjujxzUSjJ
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
2x4
=4x4
2x4
16 10
1 9
2 8
73
64
5
W1
T1 T1
W1
B1
ST3
ST2
ST1
ST2
ST1
Scale = 1:29.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.07 Horz(CT)0.0010n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:54 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 Allbearings10-10-0.
(lb)-Max Horiz16=130(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)12,14except10=-113(LC
13),11=-103(LC12),15=-105(LC13),16=-116(LC12)
Max GravAllreactions250(lb)or lessat joint(s)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
Corner(3E)-0-10-12 to2-1-4,Exterior(2N)2-1-4 to5-5-0, Corner(3R)5-5-0 to8-5-0,Exterior(2N)8-5-0 to11-8-12 zone; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;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)14,12except(jt=lb)16=115,10=113,15=105,11=102.
13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
GE04 1 12004948-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:38 Page: 1
ID:FiCrMYLmHDkpRE3jSDGljYzUSqO-Ur45RRpwcPpXHrBnVsu_a4FZySidxgdSByjujxzUSjJ
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
1.5x4
2x4
3x4
3x4
5 4
1
2
3
W1
T1
W2
B1
Scale = 1:21.9
Plate Offsets(X,Y):[4:Edge,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 0.27 Vert(LL)0.044-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(CT)0.034-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4n/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 sheathingdirectlyappliedor4-5-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)4=141/0-1-0,(min.0-1-8),5=207/0-4-0,(min.0-1-8)
Max Horiz5=48(LC13)
Max Uplift4=-84(LC12),5=-111(LC12)
Max Grav4=181(LC23),5=274(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)-0-10-12 to2-1-4, Interior(1)2-1-4 to4-3-12zone; cantilever leftexposed ; end vertical leftexposed;porchleftandrightexposed;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 tobearingplatecapableofwithstanding111 lbupliftat joint5and84 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-2Lot50
J01 3 12004948-12T Jack-Closed Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:38 Page: 1
ID:v?lMMBwBHLD?jsVJdJmzY8ylzXt-Ur45RRpwcPpXHrBnVsu_a4FXQSgoxhfSByjujxzUSjJ
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
1.5x4
2x4
1.5x4
=4x4
7
6
5
1
2
43
W1
T1
T2
W3
B1
W2
Scale = 1:33.6
Plate Offsets(X,Y):[5:Edge,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 0.34 Vert(LL)0.026-7>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.15 Vert(CT)0.026-7>999180
TCDL 10.0 RepStress Incr YES WB 0.02 Horz(CT)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:15 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-5-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)5=146/0-1-0,(min.0-1-8),7=207/0-4-0,(min.0-1-8)
Max Horiz7=41(LC13)
Max Uplift5=-79(LC12),7=-116(LC12)
Max Grav5=167(LC38),7=290(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-7=-250/224
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 to3-9-4,Exterior(2E)3-9-4 to4-3-12 zone; cantilever leftexposed ; endvertical leftexposed;porchleftandrightexposed;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; 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)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.
9)Providemechanical connection(byothers)of truss tobearingplateat joint(s)5.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding116 lbupliftat joint7and79 lbupliftatjoint5.
11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
J02 2 12004948-12T Jack-Closed Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:38 Page: 1
ID:rrpGfEX6pVBYty29lbBTFOylzYN-Ur45RRpwcPpXHrBnVsu_a4FWQShmxhHSByjujxzUSjJ
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
1.5x4
1.5x4
5
4
1
2
W1
T1
B1
Scale = 1:18.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.12 Vert(LL)0.004-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 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:6 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-9-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=27/Mechanical,(min.0-1-8),4=13/Mechanical,(min.0-1-8),
5=127/0-4-0,(min.0-1-8)
Max Horiz5=31(LC13)
Max Uplift3=-22(LC16),4=-11(LC13),5=-76(LC12)
Max Grav3=35(LC23),4=29(LC7),5=160(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 leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions 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;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)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding76 lbupliftat joint5,11 lbupliftat joint4and22 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-2Lot50
J03 4 12004948-12T Jack-Open Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:39 Page: 1
ID:wXpDVpKWHnVAo55rcSNywJylzXL-y2dUfnqYNjxOv?m_2ZQD6Holcs3cg8vcQcSRFNzUSjI
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
12.37 12
2x4 1.5x4
1.5x4
1 3
2
T1 W1
B1
Scale = 1:20.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 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 0.00 Horiz(TL)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:9 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-7-10ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=88/2-7-10,(min.0-1-8),3=88/2-7-10,(min.0-1-8)
Max Horiz1=92(LC13)
Max Uplift3=-45(LC16)
Max Grav1=125(LC22),3=125(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
Corner(3) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=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 tobearingplatecapableofwithstanding45 lbupliftat joint3.
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-2Lot50
LAY01 2 12004948-12T Lay-InGable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:39 Page: 1
ID:kxNiHSZXLQRA_haOXuI7VHzr54k-y2dUfnqYNjxOv?m_2ZQD6HolEs2qg8vcQcSRFNzUSjI
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
4x4
2x4
10
9
8
71
62
3 5
4
T1 T1
W1 W1
B1 B1
W4
W3W3W2 W2
Scale = 1:45.2
Plate Offsets(X,Y):[9:0-4-0,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.128-9>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.63 Vert(CT)-0.258-9>846180
TCDL 10.0 RepStress Incr YES WB 0.51 Horz(CT)0.01 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:93 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W4:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=680/0-6-0,(min.0-1-8),10=680/0-6-0,(min.0-1-8)
Max Horiz10=-281(LC14)
Max Uplift8=-96(LC17),10=-96(LC16)
Max Grav8=771(LC2),10=771(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-11=-578/148,11-12=-502/159,4-12=-478/182,4-13=-478/182,13-14=-502/159,5-14=-578/148
BOT CHORD 9-10=-123/535,8-9=-44/431
WEBS 4-9=-96/397,3-10=-618/79,5-8=-618/78
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 tobearingplatecapableofwithstanding96 lbupliftat joint10and96 lbupliftat 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-2Lot50
T01 1 12004948-12T Common Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:39 Page: 1
ID:mnBAyciON6AzFk?8PN_3eYylzak-y2dUfnqYNjxOv?m_2ZQD6HohmswQg1_cQcSRFNzUSjI
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
3x5
=3x6
4x10 4x10
=3x6
3x5
14 13 9 8
71
12 11 10
2 6
3 5
4
T1 T1
W1 W1
B1 B1
B2
B3
B2
W5
W4W4
W2 W2
W3 W3
Scale = 1:44.8
Plate Offsets(X,Y):[3:0-2-0,0-2-0], [5:0-2-0,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL)-0.0511-12>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.1111-12>999180
TCDL 10.0 RepStress Incr YES WB 0.35 Horz(CT)0.09 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:97 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W5:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=680/0-6-0,(min.0-1-8),14=680/0-6-0,(min.0-1-8)
Max Horiz14=-281(LC14)
Max Uplift8=-96(LC17),14=-96(LC16)
Max Grav8=771(LC2),14=771(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-570/116,3-15=-669/131,15-16=-535/135,4-16=-532/159,4-17=-532/173,17-18=-535/149,5-18=-669/145,
5-6=-570/109,2-14=-787/137,6-8=-787/147
BOT CHORD 13-14=-263/253,12-13=-255/47,11-12=-221/800,10-11=-94/618,9-10=-255/39
WEBS 4-11=-47/410,5-11=-305/256,3-11=-356/278,2-13=-41/512,6-9=-45/512
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 tobearingplatecapableofwithstanding96 lbupliftat joint14and96 lbupliftat 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-2Lot50
T02 3 12004948-12T RoofSpecial Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:40 Page: 1
ID:mnBAyciON6AzFk?8PN_3eYylzak-y2dUfnqYNjxOv?m_2ZQD6HoepswEg3UcQcSRFNzUSjI
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
3x5
=3x6
4x10 4x10
=4x6
=3x6
3x5
13 12 8 7
6
11 10 9
1 5
2 4
3
T1 T2
W1 W7
B1 B4
B2
B3
B2
W4
W5
W4
W2 W6
W3 W3
Scale = 1:44.8
Plate Offsets(X,Y):[2:0-2-4,0-2-0], [4:0-2-4,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL)-0.0510-11>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.1210-11>999180
TCDL 10.0 RepStress Incr YES WB 0.38 Horz(CT)0.09 7n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:96 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W5:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)7=687/0-6-0,(min.0-1-8),13=631/0-6-0,(min.0-1-8)
Max Horiz13=-272(LC14)
Max Uplift7=-96(LC17),13=-75(LC16)
Max Grav7=779(LC2),13=713(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-618/108,2-14=-682/131,14-15=-547/134,3-15=-544/159,3-16=-544/173,16-17=-547/149,4-17=-681/145,
4-5=-577/108,1-13=-727/98,5-7=-796/147
BOT CHORD 12-13=-250/256,10-11=-211/840,9-10=-94/625,8-9=-259/39
WEBS 2-10=-391/277,3-10=-46/421,4-10=-302/256,1-12=-70/523,5-8=-45/518
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 to9-2-0,Exterior(2R)9-2-0 to12-2-0, Interior(1)12-2-0 to19-0-12 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 tobearingplatecapableofwithstanding75 lbupliftat joint13and96 lbupliftat joint7.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
T03 1 12004948-12T RoofSpecial Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:40 Page: 1
ID:C?yDMyFpa4Xr_vkYp2YVbVze_e6-REBss7rA803FW9LAcGxSfVKpYGFVPWCleGC?opzUSjH
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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 1413 12 11 10
9
8
1
7
2
653
4
T2
T1
T3
T4
W1
W11
B1 B1B2
W5
W6 W7
W8 W9
W10
W4W3
W2
Scale = 1:62.5
Plate Offsets(X,Y):[1:Edge,0-1-12], [8:0-3-0,0-1-8],[15:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 1.00 Vert(LL)-0.1413-15>999240 MT18HS 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.70 Vert(CT)-0.3213-15>999180 MT20 197/144
TCDL 10.0 RepStress Incr YES WB 0.71 Horz(CT)0.06 9n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:175 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1,W11,W9,W10,W3:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 6-13,2-13
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=-1682/234,2-17=-1583/260,2-3=-1481/296,3-18=-1352/314,4-18=-1352/334,4-19=-1352/347,19-20=-1367/327,
5-20=-1393/322,5-6=-1444/316,6-7=-1862/335,7-21=-1921/290,8-21=-2019/270,1-16=-1389/239,8-9=-1399/238
BOT CHORD 14-15=-209/1440,13-14=-209/1440,12-13=-136/1587,11-12=-136/1587,10-11=-211/1752
WEBS 4-13=-122/803,6-13=-630/260,6-11=-15/336,8-10=-158/1653,2-13=-385/234,2-15=-287/163,1-15=-148/1428
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)AllplatesareMT20platesunlessotherwise indicated.
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 lbupliftatjoint16and209lbupliftat joint9.
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-2Lot50
T04 7 12004948-12T Common Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:41 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-vQlE3TsovKB68JwMA_ShCittGgbq8tIvtwxYKFzUSjG
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
=3x5 2x4
20 19 16
15 14 13 12 11
10
91817
1
2
8
3
7
64
5
T2
T1
T3
T4
W1
W15
B1 B5 B6
B2 B3
B4
W4
W5
W8
W9
W7
W6
W10 W11
W12 W13
W14W3
W2
Scale = 1:62.5
Plate Offsets(X,Y):[4:0-2-0,0-3-4], [9:0-2-12,0-2-0], [10:Edge,0-1-8], [15:0-3-8,0-1-8], [17:0-2-8,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.61 Vert(LL)-0.1012-14>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.2312-14>999180
TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.1510n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:202 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud
WEBS 2x4SPFStud*Except*W5,W8,W9,W7,W10,W11,W12:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-4-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-0-6ocbracing.
WEBS 1 Rowatmidpt 4-14,4-15,7-14
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)10=1291/0-6-0,(min.0-2-5),20=1291/Mechanical,(min.0-1-8)
Max Horiz20=-217(LC14)
Max Uplift10=-209(LC17),20=-189(LC16)
Max Grav10=1458(LC2),20=1458(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-1305/292,2-21=-2312/316,3-21=-2222/336,3-4=-2255/448,4-22=-1404/326,5-22=-1341/349,5-23=-1341/350,
23-24=-1361/330,6-24=-1387/325,6-7=-1438/318,7-8=-1864/335,8-25=-1945/298,9-25=-2043/278,1-20=-1413/296,
9-10=-1394/242
BOT CHORD 2-18=-868/333,17-18=-415/1441,3-17=-323/218,14-15=-124/1359,13-14=-137/1590,12-13=-137/1590,
11-12=-208/1756
WEBS 2-17=-214/718,4-17=-274/1077,4-14=-408/206,5-14=-163/883,4-15=-491/105,15-17=-121/1450,7-14=-640/257,
7-12=-8/354,9-11=-167/1664,18-20=-332/410,1-18=-391/1483
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 tobearingplatecapableofwithstanding209 lbupliftatjoint10and189lbupliftat joint20.
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-2Lot50
T05 1 12004948-12T RoofSpecial Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:41 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-vQlE3TsovKB68JwMA_ShCitzOgdg8tDvtwxYKFzUSjG
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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 1413 12 11 10
9
8
1
7
2
635
4
T2
T1
T3
T4
W1
W11
B1 B1B2
W5
W6 W7
W8 W9
W10
W4W3
W2
Scale = 1:62.5
Plate Offsets(X,Y):[1:Edge,0-1-12], [8:0-3-0,0-1-8],[15:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)-0.1413-15>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.70 Vert(CT)-0.3213-15>999180
TCDL 10.0 RepStress Incr YES WB 0.71 Horz(CT)0.06 9n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:175 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2*Except*T2:2x4SPF1650F1.5E
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1,W11,W9,W10,W3:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyapplied,exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 6-13,2-13
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=-1681/234,2-17=-1582/260,2-3=-1481/293,3-18=-1378/309,18-19=-1352/314,4-19=-1352/334,4-20=-1352/347,
20-21=-1367/327,5-21=-1393/322,5-6=-1444/316,6-7=-1862/335,7-22=-1921/290,8-22=-2019/270,1-16=-1389/239,
8-9=-1399/238
BOT CHORD 14-15=-209/1439,13-14=-209/1439,12-13=-136/1587,11-12=-136/1587,10-11=-211/1752
WEBS 4-13=-121/802,6-13=-629/260,6-11=-15/336,8-10=-158/1653,2-13=-384/233,2-15=-287/163,1-15=-147/1427
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-2Lot50
T06 1 12004948-12T Common Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:41 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-vQlE3TsovKB68JwMA_ShCituxgbr8tIvtwxYKFzUSjG
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
18
17 16 15 14 13 12 11
10
1
2 9
3 8
746
5
T2
T1
T3
T1
W1 W1
B1 B1B2
W7
W6 W5
W4 W3
W2
W6
W3
W2
W4
W5
Scale = 1:66.7
Plate Offsets(X,Y):[2:0-3-0,0-1-12], [3:0-0-0,0-0-0], [4:0-3-0,Edge], [9:Edge,0-1-12], [10: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 0.66 Vert(LL)-0.1114>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.56 Vert(CT)-0.2512-14>999180
TCDL 10.0 RepStress Incr YES WB 0.78 Horz(CT)0.0810n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:193 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1,W3,W2:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-11ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-11-5ocbracing.
WEBS 1 Rowatmidpt 7-14,4-14
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)10=1387/0-6-0,(min.0-2-7),18=1442/0-6-0,(min.0-2-9)
Max Horiz18=187(LC13)
Max Uplift10=-216(LC17),18=-240(LC16)
Max Grav10=1568(LC2),18=1632(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-19=-2186/286,3-19=-2099/306,3-4=-2063/359,4-20=-1653/346,20-21=-1586/356,5-21=-1559/377,5-22=-1559/378,
22-23=-1585/357,6-23=-1606/353,6-7=-1654/347,7-8=-2066/362,8-24=-2081/303,9-24=-2187/284,2-18=-1571/291,
9-10=-1507/246
BOT CHORD 16-17=-349/1898,15-16=-224/1766,14-15=-224/1766,13-14=-160/1770,12-13=-160/1770,11-12=-231/1905
WEBS 5-14=-160/1037,7-14=-627/256,7-12=-8/338,8-11=-255/125,9-11=-178/1804,4-14=-626/257,2-17=-139/1761,
4-16=-8/336
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to3-0-10, Interior(1)3-0-10 to19-9-0,Exterior(2R)19-9-0 to23-8-7, Interior(1)23-8-7 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 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 tobearingplatecapableofwithstanding240 lbupliftatjoint18and216lbupliftat joint10.
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-2Lot50
T07 1 12004948-12T Common Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:42 Page: 1
ID:LstvUWeB644SiDHDFuPQ3?ylzc6-NdJcHptQfeJzmSVYkhzwkwQ7L4yDtJX26ah5sizUSjF
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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.
1012
=4x4
1 5
42
3
T1 T1
B1
ST2
ST1 ST1
Scale = 1:31.7
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)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 0.09 Horiz(TL)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH
BCDL 10.0 Weight:43 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.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings13-2-0.
(lb)-Max Horiz1=-135(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-180(LC17),
8=-180(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=351(LC
23),8=351(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-8=-290/227,4-6=-290/227
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 to6-7-5,Exterior(2R)6-7-5 to9-7-5, Interior(1)9-7-5 to12-9-13zone;cantilever leftandrightexposed ; end vertical 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=179,6=179.
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-2Lot50
V01 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:42 Page: 1
ID:uujfARd3msJMz82ABeGG5AylzUO-NdJcHptQfeJzmSVYkhzwkwQEL43QtUG26ah5sizUSjF
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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.
1012
3x4
=4x4
3x4
1 3
2
T1 T1
B1
ST1
Scale = 1:28.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-P
BCDL 10.0 Weight:32 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.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=202/10-9-4,(min.0-1-8),3=202/10-9-4,(min.0-1-8),
4=304/10-9-4,(min.0-1-8)
Max Horiz1=109(LC15)
Max Uplift1=-55(LC16),3=-68(LC17)
Max Grav1=255(LC22),3=255(LC23),4=337(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)0-4-13 to3-4-13, Interior(1)3-4-13 to5-4-15,Exterior(2R)5-4-15 to8-4-15, Interior(1)8-4-15 to10-5-0 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)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding55 lbupliftat joint1and68 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-2Lot50
V02 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:42 Page: 1
ID:uujfARd3msJMz82ABeGG5AylzUO-NdJcHptQfeJzmSVYkhzwkwQ8Y41htUL26ah5sizUSjF
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
2x4
1 3
2
T1 T1
B1
ST1
Scale = 1:24.6
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 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 0.05 Horiz(TL)0.00 3n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-P
BCDL 10.0 Weight:24 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.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=154/8-4-7,(min.0-1-8),3=154/8-4-7,(min.0-1-8),
4=231/8-4-7,(min.0-1-8)
Max Horiz1=83(LC15)
Max Uplift1=-41(LC16),3=-52(LC17)
Max Grav1=198(LC22),3=198(LC23),4=256(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)0-4-13 to3-4-13, Interior(1)3-4-13 to4-2-8,Exterior(2R)4-2-8 to7-2-8, Interior(1)7-2-8 to8-0-3 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 tobearingplatecapableofwithstanding41 lbupliftat joint1and52 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-2Lot50
V03 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:42 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-NdJcHptQfeJzmSVYkhzwkwQDi435tVx26ah5sizUSjF
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
2x4
31
2
T1 T1
B1
ST1
Scale = 1:21.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 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-P
BCDL 10.0 Weight:17 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.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=105/5-11-10,(min.0-1-8),3=105/5-11-10,(min.0-1-8),
4=158/5-11-10,(min.0-1-8)
Max Horiz1=-57(LC14)
Max Uplift1=-28(LC16),3=-35(LC17)
Max Grav1=141(LC22),3=141(LC23),4=175(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 tobearingplatecapableofwithstanding28 lbupliftat joint1and35 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-2Lot50
V04 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:43 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-rpt_U8t2QxRqNc4lHPU9H7yQJTQLcyUBLEQfO8zUSjE
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
T1 T1
B1
Scale = 1:18.7
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 0.05 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-P
BCDL 10.0 Weight:8 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-7ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=100/3-6-13,(min.0-1-8),3=100/3-6-13,(min.0-1-8)
Max Horiz1=31(LC13)
Max Uplift1=-13(LC16),3=-13(LC17)
Max Grav1=113(LC22),3=113(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 tobearingplatecapableofwithstanding13 lbupliftat joint1and13 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-2Lot50
V05 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:43 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-rpt_U8t2QxRqNc4lHPU9H7yShTP1cyuBLEQfO8zUSjE
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6 12
1 3
2
T1 W1
B1
Scale = 1:14.9
Plate Offsets(X,Y):[3:0-0-8,0-1-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.02 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.03 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:4 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-9-5ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=58/1-9-5,(min.0-1-8),3=58/1-9-5,(min.0-1-8)
Max Horiz1=26(LC13)
Max Uplift1=-11(LC16),3=-17(LC16)
Max Grav1=71(LC22),3=71(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 tobearingplatecapableofwithstanding17 lbupliftat joint3and11lbupliftatjoint1.
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-2Lot50
V06 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:43 Page: 1
ID:kf5QXb4LNacae70Hl9t7FFze_ko-rpt_U8t2QxRqNc4lHPU9H7yS8TQqcyuBLEQfO8zUSjE
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6 12
1 3
2
T1 W1
B1
Scale = 1:14.9
Plate Offsets(X,Y):[3:0-10-4,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.02 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:5 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-11-13ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=65/1-11-13,(min.0-1-8),3=65/1-11-13,(min.0-1-8)
Max Horiz1=30(LC13)
Max Uplift1=-12(LC16),3=-19(LC16)
Max Grav1=81(LC22),3=81(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 tobearingplatecapableofwithstanding19 lbupliftat joint3and12 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-Gramercy-2Lot50
V07 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:43 Page: 1
ID:tFU2XI29ISp4sair?gq71Kze_jX-rpt_U8t2QxRqNc4lHPU9H7yS3TQgcyuBLEQfO8zUSjE
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
1 11
102
93
84
75
6
T1 T1
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
Scale = 1:39
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 0.06 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.0011n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:77 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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 Allbearings21-6-1.
(lb)-Max Horiz1=92(LC20)
Max UpliftAlluplift100(lb)or lessat joint(s)1,12,13,14,15,17,18,20,
21
Max GravAllreactions250(lb)or lessat joint(s)1,11,12,13,14,15,16,
17,18,20,21
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)0-0-8 to2-9-8,Exterior(2N)2-9-8 to10-9-8,Corner(3R)10-9-8 to13-9-8,Exterior(2N)13-9-8 to21-6-9 zone;cantileverleftandrightexposed ; endvertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Gable studs spacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,17,18,20,21,15,14,13,12.
11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot50
V08 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:43 Page: 1
ID:11sgClcZ4HqlGzl0tRw1VZzr5k_-rpt_U8t2QxRqNc4lHPU9H7ySRTQMcxqBLEQfO8zUSjE
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
612
3x4
=4x4
1.5x4
3x4
1 5
2 4
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale =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 0.22 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 0.08 Horiz(TL)0.005n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH
BCDL 10.0 Weight:49 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings17-6-1.
(lb)-MaxHoriz1=72(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-137(LC17),
9=-138(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=431(LC
23),9=431(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 2-9=-329/195,4-6=-329/195
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)0-7-9 to3-7-9, Interior(1)3-7-9 to8-9-8,Exterior(2R)8-9-8 to11-9-8, Interior(1)11-9-8 to16-11-8zone; cantileverleftandrightexposed ; end verticalleftand
rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=137,6=137.
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-2Lot50
V09 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S 0Mar102020 Print:8.400 SMar102020MiTekIndustries, Inc.FriApr0311:11:43 Page: 1
ID:zQzQdQepbv4TVHvO_szVa_zr5jy-rpt_U8t2QxRqNc4lHPU9H7yPyTPRcxhBLEQfO8zUSjE
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
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
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale =1:26.7
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 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 0.07 Horiz(TL)0.005n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:36 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings13-6-1.
(lb)-MaxHoriz1=57(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-109(LC17),
8=-110(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=374(LC
23),7=301(LC2),8=374(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 2-8=-311/204,4-6=-311/204
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-8 to2-9-8, Interior(1)2-9-8 to6-9-8,Exterior(2R)6-9-8 to9-9-8, Interior(1)9-9-8 to13-6-9 zone; cantilever leftandrightexposed ;end vertical leftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=110,6=109.
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-2Lot50
V10 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S 0Mar102020 Print:8.400 SMar102020MiTekIndustries, Inc.FriApr0311:11:44 Page: 1
ID:O?fZFSghuqS2Mkdzg_WCCczr5jv-J?RNiUuhBFZh?mfxr6?OpLVa7tlzLO4LZuACxazUSjD
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:21.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.00 4n/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 sheathingdirectlyappliedor9-6-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=37/9-6-1,(min.0-1-8),3=37/9-6-1,(min.0-1-8),4=600/9-6-1,
(min.0-1-8)
Max Horiz1=39(LC20)
Max Uplift1=-21(LC23),3=-21(LC22),4=-91(LC16)
Max Grav1=97(LC22),3=97(LC23),4=678(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-190/289,9-10=-180/323,2-10=-180/360,2-11=-171/360,11-12=-172/323,3-12=-182/289
BOT CHORD 1-4=-290/241,3-4=-290/241
WEBS 2-4=-494/310
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-8 to3-0-8, Interior(1)3-0-8 to4-9-8,Exterior(2R)4-9-8 to7-9-8, Interior(1)7-9-8 to9-6-9 zone; cantilever leftandrightexposed ; end vertical leftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding21 lbupliftat joint1,21 lbupliftatjoint3and91 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-2Lot50
V11 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:44 Page: 1
ID:sBDxTohJf7av_uC9Di1Rkqzr5ju-J?RNiUuhBFZh?mfxr6?OpLVZCtivLOKLZuACxazUSjD
DE Job# 73553-W1
Dansco Engineering, LLC
Date: 04/03/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:17.8
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 0.05 Horiz(TL)0.00 4n/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 sheathingdirectlyappliedor5-6-1ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=52/5-6-1,(min.0-1-8),3=52/5-6-1,(min.0-1-8),4=287/5-6-1,
(min.0-1-8)
Max Horiz1=22(LC16)
Max Uplift1=-13(LC16),3=-18(LC17),4=-37(LC16)
Max Grav1=81(LC22),3=81(LC23),4=324(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 tobearingplatecapableofwithstanding13 lbupliftat joint1,18 lbupliftatjoint3and37 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-2Lot50
V12 1 12004948-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr0311:11:44 Page: 1
ID:Gmv45qjCy2zTrMxkvqb8MSzr5jr-J?RNiUuhBFZh?mfxr6?OpLVc3tl9LPPLZuACxazUSjD