HomeMy WebLinkAbout42230014 - GR2 2 - 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: 2004727-12T
29 truss design(s)
71994-W2
03/06/2020
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# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
=4x6
5x8
=8x8
3x8
4x6
=8x8
=4x6
3x6
=8x8
5x8
=4x6
11
14 151016 1798 18719 20
6
1 5
2 4
1312
3
B1 B2
4-4-4
13-6-4
4-8-12
4-8-12
4-5-4
9-2-0
4-7-12
18-2-0
4-4-4
13-6-4
4-5-4
9-2-0
4-7-12
18-2-0
4-8-12
4-8-12Scale =1:49.5
Plate Offsets(X,Y):[6:Edge,0-2-0], [7:0-3-8,0-4-8], [9:0-4-0,0-4-12], [10:0-2-12,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.38 Vert(LL)-0.079-10>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.40 Vert(CT)-0.139-10>999180
TCDL 10.0 RepStress Incr NO WB 0.95 Horz(CT)0.026n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:242 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=5708/0-6-0,(min.0-2-11),11=5711/0-6-0,(min.0-2-11)
MaxHoriz11=257(LC9)
MaxUplift6=-876(LC13),11=-877(LC12)
MaxGrav6=6460(LC2),11=6463(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-6145/880,2-12=-4771/751,3-12=-4691/781,3-13=-4691/782,4-13=-4769/752,4-5=-5941/856,1-11=-5486/769,
5-6=-5475/766
BOTCHORD 11-14=-298/535,14-15=-298/535,10-15=-298/535,10-16=-684/4649,16-17=-684/4649,9-17=-684/4649,8-9=-578/4494,
8-18=-578/4494,7-18=-578/4494,7-19=-86/405,19-20=-86/405,6-20=-86/405
WEBS 2-10=-287/1932,2-9=-1658/387,3-9=-881/5725,4-9=-1444/355,4-7=-260/1660,1-10=-569/4438,5-7=-565/4387
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 capableofwithstanding877 lbupliftat joint11and876lbupliftat 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)1438lbdownand209 lbupat2-1-4,1438 lbdownand209 lbupat4-1-4,
1438 lbdownand209 lbupat6-1-4,1438lbdownand209lbupat8-1-4,1438 lbdownand209 lbupat10-1-4,1438 lbdownand209lbupat12-1-4,and1438 lbdown
and209 lbupat14-1-4,and1438 lbdownand209 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=-51,6-11=-20
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot 2
G01 1 22004727-12T CommonGirder JobReference(optional)
Run:8.31SFeb112020 Print:8.310SFeb112020MiTek Industries,Inc.ThuMar0513:00:58 Page: 1
ID:mC018Q4vpX6zXzyTPdyAdBylzTo-6AsqIw_?ENfPrCIAbs232EgZRRX873jXekOB5QzdzyZ
Continuedonpage 2
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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:8=-1271,14=-1271,15=-1271,16=-1271,17=-1271,18=-1271,19=-1271,20=-1271
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot 2
G01 1 22004727-12T CommonGirder Job Reference(optional)
Run:8.31SFeb112020Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:00:58 Page: 2
ID:mC018Q4vpX6zXzyTPdyAdBylzTo-6AsqIw_?ENfPrCIAbs232EgZRRX873jXekOB5QzdzyZ
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
3x8 1.5x4
=4x4
2x4
2x4
7
6 9
5
1
2
483
T2
B1
0-10-12
-0-10-12
1-9-4
1-9-4
2-8-4
4-5-8
0-1-0
4-5-8
1-7-8
1-7-8
2-9-0
4-4-8
Scale = 1:24.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 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:13 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=24(LC9)
Max Uplift5=-91(LC9),7=-148(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 tobearingplatecapableofwithstanding148 lbupliftatjoint7and91 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 lbdownand111 lbupat1-9-4,and17 lbdownand22 lbupat3-10-0
on top chord,and54lbdownand55 lbupat1-9-4,and19 lbdownand4lbupat3-10-0onbottomchord.Thedesign/selectionof such connectiondevice(s) isthe
responsibilityofothers.
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=3,9=-2
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot 2
G02 2 12004727-12T Jack-Closed Girder Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:00:58 Page: 1
ID:HrFEOaQz4RrPbwz8uM_2aIylzVx-6AsqIw_?ENfPrCIAbs232EgcYRcX7HPXekOB5QzdzyZ
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
3x8
5
4
1
2
3
B1
1-3-3
-1-3-3
2-4-9
2-4-9
2-4-9
Scale = 1:23.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 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=23(LC11)
Max Uplift3=-38(LC10),4=-17(LC11),5=-100(LC8)
Max Grav3=11(LC19),4=25(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 lbupliftatjoint5,38 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-2Lot 2
G03 2 12004727-12T DiagonalHip Girder Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:00:59 Page: 1
ID:d?Trkss6vI2x3rSIBhAGjbylzWf-aNQCVG?e?hoGTMsN8aZIaRDnSrziskngtO8kdszdzyY
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
3x4
3x4
=5x6
=3x5
3x4
3x4
23
22 21 20 19 18 17 16 15
14
131
122
3 11
104
2524
5 9
86
7
B1 B2
0-10-12
-0-10-12
0-10-12
18-10-12
9-0-0
9-0-0
9-0-0
18-0-0
18-0-0Scale = 1:49.1
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-2Lot 2
GE01 1 12004727-12T CommonSupportedGable Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:00:59 Page: 1
ID:anL1g98r?AoPfm39n4faM8ylzcm-aNQCVG?e?hoGTMsN8aZIaRDlQrxzsibgtO8kdszdzyY
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
2x4
2x4
3x6
=3x6
=5x6
=3x6
3x6
3x4
3x4
44
43 42 41 40 39 38 37 363534 333231 30 29 28 27 26 25 24
23
22
21
1 2 20
19341845
5 17
6 16
7 15
8 14
4746913
10 12
11
B1 B1B2
17-0-017-0-0 19-9-036-9-0
36-9-0
Scale =1:62.6
Plate Offsets(X,Y):[3:0-1-14,Edge], [19:0-1-14,Edge], [32:0-2-5,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 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 0.18 Horiz(TL)0.0123n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:225 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud*Except*ST9,ST8,ST7,ST6:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 11-34,10-36,9-37,8-38,12-33,
13-31,14-30
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings36-9-0.
(lb)-MaxHoriz44=-217(LC14)
MaxUpliftAlluplift100(lb)or lessatjoint(s)25,26,27,28,29,30,31,
33,36,37,38,39,40,41,42except23=-141(LC13),24=-226
(LC17),43=-138(LC13),44=-128(LC12)
Max GravAllreactions250(lb)or lessat joint(s)23,24,25,26,27,28,
29,30,31,33,36,37,38,39,40,41,42,43,44except34=252
(LC16)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 7-8=-127/299,8-46=-145/339,9-46=-129/349,9-10=-163/402,10-11=-179/445,11-12=-179/445,12-13=-163/402,
13-47=-129/349,14-47=-145/339,14-15=-127/299
WEBS 11-34=-309/77
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
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 to39-4-4zone;cantilever leftandrightexposed ; end verticalleft
andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Truss tobe fully sheathed fromone faceorsecurelybracedagainstlateralmovement(i.e.diagonal web).
9)Gable studsspacedat2-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)36,37,38,39,40,41,42,33,31,30,29,28,27,26,25
except(jt=lb)44=128,23=141,43=137,24=226.
12)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-2Lot 2
GE02 1 12004727-12T CommonSupported Gable Job Reference(optional)
Run:8.31 S Feb112020 Print:8.310SFeb112020MiTekIndustries, Inc.ThuMar0513:00:59 Page: 1
ID:HzTELOTneTBaPvdLtFevyqylzcL-aNQCVG?e?hoGTMsN8aZIaRDmNrx8sizgtO8kdszdzyY
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6
12
3x4
3x4
3x6
=3x6
=5x6
=3x6
3x6
3x4
3x4
47
464544434241403938373635343332313029282726
25
1
2 24
233
48 22451
215206
197
188
179
1610
50491511
1412
13
B1 B1B2
0-10-12
-0-10-12
19-9-039-6-019-9-019-9-0
39-6-0
Scale =1:66.7
Plate Offsets(X,Y):[5:0-1-14,Edge], [21:0-1-14,Edge], [24:0-0-0,Edge], [34:0-2-4,0-1-8], [38:0-2-4,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.19 Horz(CT)0.0125n/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
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1Rowatmidpt 13-36,12-37,11-39,10-40,14-35,
15-33,16-32
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings39-6-0.
(lb)-MaxHoriz47=187(LC13)
MaxUpliftAlluplift100(lb)or lessatjoint(s)25,27,28,29,30,31,32,
33,35,37,39,40,41,42,43,44,45except26=-158(LC17),
46=-186(LC16),47=-117(LC12)
Max GravAllreactions250(lb)or lessat joint(s)25,26,27,28,29,30,
31,32,33,35,37,39,40,41,42,43,44,45,46,47except
36=257(LC17)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 8-9=-97/269,9-10=-115/319,10-49=-132/359,11-49=-118/369,11-12=-151/422,12-13=-167/465,13-14=-167/465,
14-15=-151/422,15-50=-118/369,16-50=-132/359,16-17=-115/319,17-18=-97/269
WEBS 13-36=-326/81
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
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 to39-4-4 zone; cantileverleftandrightexposed ; end vertical
leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=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
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottom chordbearing.
9)Truss tobe fully sheathed fromone faceorsecurelybracedagainstlateralmovement(i.e.diagonal web).
10)Gable studsspacedat2-0-0oc.
11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)25,37,39,40,41,42,43,44,45,35,33,32,31,30,29,28,
27except(jt=lb)47=116,46=186,26=157.
13)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-2Lot 2
GE03 1 12004727-12T CommonSupported Gable Job Reference(optional)
Run:8.31 S Feb112020 Print:8.310SFeb112020MiTekIndustries, Inc.ThuMar0513:00:59 Page: 1
ID:L2Idn41C6Pfh4NtQmh_TVFylzcv-aNQCVG?e?hoGTMsN8aZIaRDmrry3siqgtO8kdszdzyY
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
3x8 2x4
3x4
5 4
1
2
6
3
B1
0-10-12
-0-10-12
4-5-8
4-5-8
0-1-0
4-5-8
4-4-8
4-4-8
Scale = 1:27
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)0.024-5>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT)-0.024-5>999180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)n/a -n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:13 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood 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=47(LC12)
Max Uplift4=-82(LC12),5=-113(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 tobearingplatecapableofwithstanding113 lbupliftat joint5and82 lbupliftatjoint4.
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-2Lot 2
J01 3 12004727-12T Jack-Closed Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:00 Page: 1
ID:v?lMMBwBHLD?jsVJdJmzY8ylzXt-2Z_ajb?Gm?w75WRZiH4X7fmxGEHqbB1p52tH9IzdzyX
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
3x8 1.5x4
=4x4
3x4
3x4
7
6
5
1 8 2 9
10
43
T2
B1
0-10-12
-0-10-12
0-8-4
4-5-8
3-9-4
3-9-4
0-1-0
4-5-8
0-9-0
4-4-8
3-7-8
3-7-8
Scale = 1:27.6
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 0.21 Vert(LL)0.016-7>999240 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)-0.016-7>999180
TCDL 10.0 RepStress Incr YES WB 0.03 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=146/0-1-0,(min.0-1-8),7=207/0-4-0,(min.0-1-8)
Max Horiz7=37(LC13)
Max Uplift5=-78(LC12),7=-117(LC12)
Max Grav5=167(LC38),7=290(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-7=-252/207
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 tobearingplatecapableofwithstanding117 lbupliftat joint7and78 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-2Lot 2
J02 2 12004727-12T Jack-Closed Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:00 Page: 1
ID:rrpGfEX6pVBYty29lbBTFOylzYN-2Z_ajb?Gm?w75WRZiH4X7fmxbEI8bBap52tH9IzdzyX
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
3x8
5
4
1
2
3
B1
0-10-12
-0-10-12
1-9-4
1-9-4
1-9-4
Scale = 1:23.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.03 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=28(LC13)
Max Uplift3=-21(LC16),5=-62(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 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;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 tobearingplatecapableofwithstanding62 lbupliftat joint5and21 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-2Lot 2
J03 4 12004727-12T Jack-Open Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:00 Page: 1
ID:wXpDVpKWHnVAo55rcSNywJylzXL-2Z_ajb?Gm?w75WRZiH4X7fmzSEJObB1p52tH9IzdzyX
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
B1
0-3-5
0-3-5
2-4-5
2-7-10
2-7-10
Scale = 1:15.1
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 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 sheathingdirectlyappliedor2-7-14ocpurlins,
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-2Lot 2
LAY01 2 12004727-12T Lay-InGable Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:00 Page: 1
ID:kxNiHSZXLQRA_haOXuI7VHzr54k-2Z_ajb?Gm?w75WRZiH4X7fmzdEIHbB1p52tH9IzdzyX
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
3x4
=3x6 =3x6
4x4
=4x4
=3x8
4x4
=3x6
3x4
11
10 9
8
71
62
3 5
12 15
13 14
4
B1 B2
0-10-12
-0-10-12
0-10-12
18-10-12
4-4-4
13-4-4
4-4-4
9-0-0
4-7-12
4-7-12
4-7-12
18-0-0
9-0-0
18-0-0
9-0-0
9-0-0Scale = 1:49.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)-0.129-11>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.64 Vert(CT)-0.259-11>847180
TCDL 10.0 RepStress Incr YES WB 0.58 Horz(CT)0.01 8n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:94 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
WEBS 2x4SPFStud*Except*W4:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)8=680/0-6-0,(min.0-1-8),11=680/0-6-0,(min.0-1-8)
Max Horiz11=-281(LC14)
Max Uplift8=-96(LC17),11=-96(LC16)
Max Grav8=771(LC2),11=771(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-12=-568/158,12-13=-511/166,4-13=-475/189,4-14=-475/189,14-15=-511/166,5-15=-568/157,2-11=-271/146,
6-8=-271/146
BOT CHORD 10-11=-112/530,9-10=-112/530,8-9=-36/432
WEBS 4-9=-119/411,3-11=-585/52,5-8=-585/52
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 joint11and96 lbupliftatjoint8.
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-2Lot 2
T01 1 12004727-12T Common Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:00 Page: 1
ID:mnBAyciON6AzFk?8PN_3eYylzak-2Z_ajb?Gm?w75WRZiH4X7fmviEAsb2_p52tH9IzdzyX
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
1.5x4
3x5
=3x6
6x8
4x10
=4x4
=3x8
4x10
6x8
=3x6
3x5
1.5x4
14 13 9 8
71
12 11 10
2 6
3 5
15 18
16 17
4
B1 B1
B3
0-10-12
18-10-12
0-10-12
-0-10-12
0-1-12
18-0-0
0-1-12
0-1-12
2-5-0
2-6-12
2-5-0
17-10-4
6-5-4
15-5-4
6-5-4
9-0-0
2-6-0
2-6-0
2-6-0
18-0-0
6-6-0
9-0-0
6-6-0
15-6-0Scale = 1:50.9
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-2Lot 2
T02 3 12004727-12T RoofSpecial Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:00 Page: 1
ID:mnBAyciON6AzFk?8PN_3eYylzak-2Z_ajb?Gm?w75WRZiH4X7fmsGEAob6ap52tH9IzdzyX
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
1.5x4
3x5
=3x6
6x8
4x10
=4x4
=3x8
4x10
=4x6
=3x6
3x5
1.5x4
13 12 8 7
6
11 10 9
1 5
2 4
14 17
15 16
3
B1 B4
B3
0-10-12
19-0-12
0-1-12
18-2-0
2-5-0
18-0-4
2-8-12
2-8-12
6-5-4
15-7-4
6-5-4
9-2-0
2-8-0
2-8-0
2-6-0
18-2-0
6-6-0
9-2-0
6-6-0
15-8-0Scale = 1:50.9
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-2Lot 2
T03 1 12004727-12T RoofSpecial Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:01 Page: 1
ID:C?yDMyFpa4Xr_vkYp2YVbVze_e6-WlYywx0uXI2_ig0lG?cmgsI10eW5KZMzKidrilzdzyW
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6
12
=3x4
5x6
=3x8
3x4
3x6
=3x6
=5x6
=3x8 =3x6
6x8
=3x4
3x4
=6x6
5x6
=3x4
16
15 14 13 12 11 10
9
8
1
22
17 7
2
3 65
18 21
19 20
4
B1 B3B2
6-6-730-0-136-6-723-6-7 6-8-336-9-08-6-08-6-0 8-6-017-0-0
6-6-730-0-136-6-723-6-7 6-8-336-9-08-6-017-0-08-6-08-6-0
Scale =1:62.6
Plate Offsets(X,Y):[1:Edge,0-1-12], [5:0-2-0,Edge],[8:0-2-12,0-2-0], [9:Edge,0-1-8], [15:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)-0.1215-16>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.2615-16>999180
TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.069n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:176 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2*Except*T2:2x4SPF1650F1.5E
BOTCHORD2x4SPF 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 1Rowatmidpt 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)
MaxHoriz16=-217(LC12)
MaxUplift9=-209(LC17),16=-189(LC16)
Max Grav9=1458(LC2),16=1458(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-17=-1711/241,2-17=-1612/267,2-3=-1480/293,3-18=-1377/309,18-19=-1351/315,4-19=-1351/334,4-20=-1351/348,
20-21=-1366/328,5-21=-1434/316,5-6=-1443/313,6-7=-1862/335,7-22=-1946/297,8-22=-2045/278,1-16=-1383/244,
8-9=-1394/241
BOTCHORD 14-15=-205/1445,13-14=-205/1445,12-13=-137/1586,11-12=-137/1586,10-11=-208/1757
WEBS 4-13=-122/801,6-13=-631/259,6-11=-14/338,7-11=-252/150,8-10=-167/1667,2-13=-393/227,2-15=-266/163,
1-15=-157/1443
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)2-10-12 to6-6-14, Interior(1)6-6-14to19-9-0,Exterior(2R)19-9-0 to23-5-2, Interior(1)23-5-2 to39-4-4 zone; cantileverleftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding189 lbupliftatjoint16and209lbupliftat joint9.
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-2Lot 2
T04 7 12004727-12T Common Job Reference(optional)
Run:8.31 S Feb112020 Print:8.310SFeb112020MiTekIndustries, Inc.ThuMar0513:01:01 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-WlYywx0uXI2_ig0lG?cmgsIxZeVJKT1zKidrilzdzyW
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
5x6
=3x5
=5x12
2x4
5x6
=5x8
2x4
2x4
3x6
=3x8
4x10
=5x6
=3x8 =3x6
6x8
=3x4
3x4
=6x6
5x6
=3x4
2120 17
16 15 14 13 12
11
101918
1
262
22 9
3
847
5 25
23 24
6
B1 B5 B6
B3
1-1-4
1-1-4
4-6-1212-3-8 4-8-817-0-0 6-6-730-0-136-7-87-8-12 6-6-723-6-7 6-8-336-9-0
1-3-01-3-0 2-9-723-6-73-9-020-9-04-8-817-0-04-8-812-3-8 6-6-730-0-136-4-07-7-0 6-8-336-9-0
Scale =1:64.3
Plate Offsets(X,Y):[7:0-2-0,Edge], [10:0-2-12,0-2-0],[11:Edge,0-1-8], [16:0-3-8,0-1-8], [18:0-2-8,0-2-12]
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)-0.1013-15>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.52 Vert(CT)-0.2313-15>999180
TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.1511n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:202 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud
WEBS 2x4SPFStud*Except*W5,W8,W9,W7,W10,W11,W12:2x4SPFNo.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-4-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-0-6ocbracing.
WEBS 1Rowatmidpt 5-15,5-16,8-15
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)11=1291/0-6-0,(min.0-2-5),21=1291/Mechanical,(min.0-1-8)
MaxHoriz21=-217(LC14)
MaxUplift11=-209(LC17),21=-189(LC16)
Max Grav11=1458(LC2),21=1458(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-2=-1305/292,2-22=-2312/316,3-22=-2222/336,3-4=-2255/426,4-5=-2143/448,5-23=-1404/326,6-23=-1341/349,
6-24=-1341/350,24-25=-1361/330,7-25=-1429/318,7-8=-1438/315,8-9=-1864/335,9-26=-1945/298,10-26=-2043/278,
1-21=-1413/296,10-11=-1394/242
BOTCHORD 2-19=-868/333,18-19=-415/1441,3-18=-323/218,15-16=-124/1359,14-15=-137/1590,13-14=-137/1590,
12-13=-208/1756
WEBS 2-18=-214/718,5-18=-274/1077,5-15=-408/206,6-15=-163/883,5-16=-491/105,16-18=-121/1450,8-15=-640/257,
8-13=-8/354,10-12=-167/1664,19-21=-332/410,1-19=-391/1483
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)2-10-12 to6-6-14, Interior(1)6-6-14to19-9-0,Exterior(2R)19-9-0 to23-5-2, Interior(1)23-5-2 to39-4-4 zone; cantileverleftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding209 lbupliftatjoint11and189lbupliftat joint21.
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-2Lot 2
T05 1 12004727-12T RoofSpecial Job Reference(optional)
Run:8.31 S Feb112020 Print:8.310SFeb112020MiTekIndustries, Inc.ThuMar0513:01:01 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-WlYywx0uXI2_ig0lG?cmgsI04eXzKT1zKidrilzdzyW
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6
12
=3x4
5x6
=3x8
3x4
3x6
=3x6
=5x6
=3x8 =3x6
6x8
=3x4
3x4
=6x6
5x6
=3x4
16
15 14 13 12 11 10
9
8
1
22
17 7
2
3 65
18 21
19 20
4
B1 B3B2
6-6-730-0-136-6-723-6-7 6-8-336-9-08-6-08-6-0 8-6-017-0-0
6-6-730-0-136-6-723-6-7 6-8-336-9-08-6-017-0-08-6-08-6-0
Scale =1:62.6
Plate Offsets(X,Y):[1:Edge,0-1-12], [5:0-2-0,Edge],[8:0-2-12,0-2-0], [9:Edge,0-1-8], [15:0-3-8,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.90 Vert(LL)-0.1215-16>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.2615-16>999180
TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.069n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:176 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2*Except*T2:2x4SPF1650F1.5E
BOTCHORD2x4SPF 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 1Rowatmidpt 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)
MaxHoriz16=-217(LC12)
MaxUplift9=-209(LC17),16=-189(LC16)
Max Grav9=1458(LC2),16=1458(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-17=-1711/241,2-17=-1612/268,2-3=-1480/293,3-18=-1377/309,18-19=-1351/315,4-19=-1351/334,4-20=-1351/348,
20-21=-1366/328,5-21=-1434/316,5-6=-1443/313,6-7=-1862/335,7-22=-1946/297,8-22=-2045/278,1-16=-1383/244,
8-9=-1394/241
BOTCHORD 14-15=-205/1445,13-14=-205/1445,12-13=-137/1586,11-12=-137/1586,10-11=-208/1757
WEBS 4-13=-122/801,6-13=-631/259,6-11=-14/338,7-11=-252/150,8-10=-167/1667,2-13=-393/227,2-15=-266/163,
1-15=-157/1443
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)2-10-12 to6-6-14, Interior(1)6-6-14to19-9-0,Exterior(2R)19-9-0 to23-5-2, Interior(1)23-5-2 to39-4-4 zone; cantileverleftandrightexposed ; end vertical left
andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding189 lbupliftatjoint16and209lbupliftat joint9.
7)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-2Lot 2
T06 1 12004727-12T Common Job Reference(optional)
Run:8.31 S Feb112020 Print:8.310SFeb112020MiTekIndustries, Inc.ThuMar0513:01:01 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-WlYywx0uXI2_ig0lG?cmgsIxZeVJKT1zKidrilzdzyW
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6 12
=3x4
6x6
3x6
=6x6
4x4
=3x4
3x4
=3x6
=5x6
=3x8 =3x6
3x4
=3x4
4x4
=6x6
3x6
6x6
=3x4
19 18 1716 15 1413 12 11
1
2 10
20
25
93
4 8
5 7
24212322
6
B1 B1B2
0-1-12
0-1-12
0-10-12
-0-10-12
6-6-732-9-136-6-76-8-3 6-6-713-2-10 6-6-726-3-76-6-719-9-0 6-8-339-6-0
6-6-732-9-136-6-726-3-76-6-719-9-06-6-713-2-10 6-8-339-6-06-8-36-8-3
Scale =1:66.7
Plate Offsets(X,Y):[2:0-3-0,0-1-12], [4:0-0-0,0-0-0], [5:0-0-0,0-0-0], [10:Edge,0-1-12], [11:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.66 Vert(LL)-0.1215>999240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.2515-17>999180
TCDL 10.0 RepStress Incr YES WB 0.78 Horz(CT)0.0811n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:194 lbFT = 20%
LUMBER
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1,W3,W2:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-9ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-11-12ocbracing.
WEBS 1Rowatmidpt 7-15,5-15
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)11=1387/0-6-0,(min.0-2-7),19=1442/0-6-0,(min.0-2-9)
MaxHoriz19=187(LC13)
MaxUplift11=-216(LC17),19=-240(LC16)
Max Grav11=1568(LC2),19=1632(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 2-20=-2213/293,3-20=-2126/294,3-4=-2055/312,4-5=-2063/359,5-21=-1655/345,21-22=-1585/355,6-22=-1559/377,
6-23=-1559/378,23-24=-1585/357,7-24=-1654/346,7-8=-2065/363,8-9=-2058/311,9-25=-2110/297,10-25=-2216/291,
2-19=-1566/294,10-11=-1503/249
BOTCHORD 18-19=-209/256,17-18=-345/1902,16-17=-226/1769,15-16=-226/1769,14-15=-161/1769,13-14=-161/1769,
12-13=-228/1910
WEBS 6-15=-159/1036,7-15=-626/257,7-13=-9/333,10-12=-188/1820,5-15=-625/258,2-18=-147/1775,5-17=-8/331
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)-0-10-12 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 forreactions shown;Lumber DOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalancedsnow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding240 lbupliftatjoint19and216lbupliftat joint11.
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-2Lot 2
T07 1 12004727-12T Common Job Reference(optional)
Run:8.31 S Feb112020 Print:8.310SFeb112020MiTekIndustries, Inc.ThuMar0513:01:02 Page: 1
ID:LstvUWeB644SiDHDFuPQ3?ylzc6-_x5L7H1WIcAqKpbyqi7?C4rA22tj3vM6ZMMOEBzdzyV
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
3x4 1.5x4
1.5x4
=4x4
1.5x4 1.5x4
1.5x4
3x4
8 7 6
1 5
42
9 12
10 11
3
B1
0-4-2
13-2-0
6-2-14
12-9-14
6-7-0
6-7-0
13-2-0Scale = 1:37
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-2Lot 2
V01 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:02 Page: 1
ID:uujfARd3msJMz82ABeGG5AylzUO-_x5L7H1WIcAqKpbyqi7?C4rH52_l3476ZMMOEBzdzyV
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
3x4
=4x4
1.5x4 3x4
1
4
3
85
76
2
B1
0-4-2
10-9-4
5-0-8
10-5-2
5-4-10
5-4-10
10-9-4Scale = 1:33.9
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 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-2Lot 2
V02 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:02 Page: 1
ID:uujfARd3msJMz82ABeGG5AylzUO-_x5L7H1WIcAqKpbyqi7?C4rB92y234I6ZMMOEBzdzyV
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
2x4
=4x4
1.5x4 2x4
1
4
3
65
2
B1
0-4-2
8-4-7
3-10-1
8-0-5
4-2-3
4-2-3
8-4-7Scale = 1:30.8
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 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-2Lot 2
V03 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:02 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-_x5L7H1WIcAqKpbyqi7?C4rGN2_S35l6ZMMOEBzdzyV
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
2x4 1.5x4
=4x4
2x4
4
31
2
B1
0-4-2
5-11-10
2-7-11
5-7-8
2-11-13
2-11-13
5-11-10
Scale = 1:27.7
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 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)n/a -n/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-2Lot 2
V04 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:02 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-_x5L7H1WIcAqKpbyqi7?C4rIA2?O3546ZMMOEBzdzyV
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
10
12
2x4
=3x4
2x4
1 3
2
B1
0-4-2
3-6-13
1-5-5
3-2-11
1-9-7
1-9-7
3-6-13
Scale = 1:25.5
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)n/a -n/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-2Lot 2
V05 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:02 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-_x5L7H1WIcAqKpbyqi7?C4rKa2_435X6ZMMOEBzdzyV
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
2x4
=4x6
1 3
2
B1
1-9-5
1-9-5
Scale = 1:22.5
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)n/a -n/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 sheathingdirectlyappliedor1-9-13ocpurlins,
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-2Lot 2
V06 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:02 Page: 1
ID:kf5QXb4LNacae70Hl9t7FFze_ko-_x5L7H1WIcAqKpbyqi7?C4rK32?s35X6ZMMOEBzdzyV
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
2x4
=6x6
1 3
2
B1
1-11-13
1-11-13
Scale = 1:22.9
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)n/a -n/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 sheathingdirectlyappliedor2-0-5ocpurlins,
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-2Lot 2
V07 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SFeb112020 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:03 Page: 1
ID:tFU2XI29ISp4sair?gq71Kze_jX-S8fjLd283wIhyzA8NQeElHOVoSKxoYnGo?6xmdzdzyU
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6
12
3x4 =3x4
=4x4
3x4
1 11
21 2019 18 17 16 15 14 13 12
102
93
2726
84
75
6
B1 B2
0-6-15
21-6-1
10-2-1
20-11-2
10-9-0
10-9-0
21-6-1
Scale =1:38.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 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
TOPCHORD2x4SPF No.2
BOTCHORD2x4SPF 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)-MaxHoriz1=92(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(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)or lessexceptwhenshown.
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
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; cantilever leftandrightexposed ; end vertical leftand
rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=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
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Gable studsspacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,17,18,20,21,15,14,13,12.
11)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-Gramercy-2Lot 2
V08 1 12004727-12T Valley Job Reference(optional)
Run:8.31 SJul272019 Print:8.310SFeb112020MiTekIndustries, Inc.ThuMar0513:01:03 Page: 1
ID:11sgClcZ4HqlGzl0tRw1VZzr5k_-S8fjLd283wIhyzA8NQeElHOVASKdoXhGo?6xmdzdzyU
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6
12
3x4 1.5x4
1.5x4
=3x4
1.5x4
=4x4
1.5x4
1.5x4
3x4
1 5
98 7 6
1914
15 18
2 4
16 17
3
B1 B2
0-6-15
17-6-1
8-2-1
16-11-2
8-9-0
8-9-0
17-6-1Scale = 1:33.5
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)n/a -n/a999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a -n/a999
TCDL 10.0 RepStress Incr YES WB 0.13 Horiz(TL)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:49 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 Allbearings17-6-1.
(lb)-Max Horiz1=75(LC16)
Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-140(LC17),
9=-141(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=451(LC
23),7=387(LC2),9=451(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 3-7=-331/73,2-9=-336/190,4-6=-336/190
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 to8-9-8,Exterior(2R)8-9-8 to11-9-8, Interior(1)11-9-8 to17-6-9 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=141,6=140.
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-2Lot 2
V09 1 12004727-12T Valley Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:03 Page: 1
ID:zQzQdQepbv4TVHvO_szVa_zr5jy-S8fjLd283wIhyzA8NQeElHOR2SICoWmGo?6xmdzdzyU
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6
12
3x4 1.5x4
1.5x4
1.5x4
=4x4
1.5x4
1.5x4
3x4
1 5
8 7 6
13 16
2 4
14 15
3
B1
0-6-15
13-6-1
6-2-1
12-11-2
6-9-0
6-9-0
13-6-1
Scale = 1:30.5
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)0.00 5n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:36 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF 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)-Max Horiz1=57(LC20)
Max UpliftAlluplift100(lb)or lessat joint(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)orlessexcept when shown.
WEBS 2-8=-311/204,4-6=-311/204
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 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;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=110,6=109.
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-2Lot 2
V10 1 12004727-12T Valley Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:03 Page: 1
ID:O?fZFSghuqS2Mkdzg_WCCczr5jv-S8fjLd283wIhyzA8NQeElHOSzSJ_oXhGo?6xmdzdzyU
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the
responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood
Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional
information.
6
12
3x4
=4x4
1.5x4 3x4
1 3
4
129
10 11
2
B1
0-6-15
9-6-1
4-2-1
8-11-2
4-9-0
4-9-0
9-6-1
Scale = 1:27.4
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.32 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 sheathingdirectlyappliedor9-7-1ocpurlins.
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-2Lot 2
V11 1 12004727-12T Valley Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:03 Page: 1
ID:sBDxTohJf7av_uC9Di1Rkqzr5ju-S8fjLd283wIhyzA8NQeElHOR6SG1oXwGo?6xmdzdzyU
DE Job# 71994-W2
Dansco Engineering, LLC
Date: 03/06/2020
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
2x4
=4x4
1.5x4 2x4
1 3
4
2
B1
0-6-15
5-6-1
2-2-1
4-11-2
2-9-0
2-9-0
5-6-1
Scale = 1:24.3
Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 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)n/a -n/an/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:13 lbFT=20%
LUMBER
TOP CHORD2x4SPF No.2
BOT CHORD2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor5-7-1ocpurlins.
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-2Lot 2
V12 1 12004727-12T Valley Job Reference(optional)
Run:8.31 S Jul272019 Print:8.310SFeb112020MiTekIndustries,Inc.ThuMar0513:01:03 Page: 1
ID:Gmv45qjCy2zTrMxkvqb8MSzr5jr-S8fjLd283wIhyzA8NQeElHOU?SJ8oY?Go?6xmdzdzyU