HomeMy WebLinkAboutBuilding 2 - Lots 7_8_9 - 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: 2005019-12T
12 truss design(s)
73773-W1
04/15/2020
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 # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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.
62
44 43 42 41 4039 38
32
313012329
4 28
5 27
6 26725
8 24239
10 22
11 21
12 20
13 19
14 18
15 1716
T2
T1
T2
T3
W1 W2B1B3B1B2
ST13ST13ST12ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST12 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
Scale =1:87.8
Plate Offsets(X,Y):[9:0-4-0,0-4-8], [16:0-3-0,Edge], [23:0-4-0,0-4-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.42 Vert(LL) 0.26 41-42 >592 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.71 Vert(CT)-0.23 41-42 >678 180
TCDL 10.0 RepStress Incr NO WB 0.20 Horz(CT) 0.01 32 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:354 lb FT=20%
LUMBER
TOPCHORD 2x6SPF No.2
BOTCHORD 2x6SPF No.2
WEBS 2x6SPF No.2
OTHERS 2x4SPFStud*Except*ST13,ST12,ST11,ST10:2x4SPFNo.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 15-48,17-47,14-49,13-51,18-46,
19-44
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings30-0-0.except32=9-8-0,36=9-8-0,35=9-8-0,34=9-8-0,
33=9-8-0,45=0-3-8,37=0-3-8
(lb)-Max Horiz62=-122(LC17)
Max UpliftAlluplift100(lb)or lessat joint(s)32,34,49,51,52,53,55,
56,57,58,59,60,62except33=-163(LC13),35=-167(LC
13),36=-664(LC28),37=-1007(LC9),45=-1238(LC9),
46=-942(LC28),61=-156(LC38)
Max GravAllreactions250(lb)or lessat joint(s)32,33,34,47,48,49,
51,52,53,55,56,57,58,59,60,61,62except35=306(LC
33),36=534(LC13),37=1336(LC28),45=1634(LC28),
46=730(LC13)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOPCHORD 14-15=-35/267,15-16=-30/255,16-17=-26/250,17-18=-51/274,18-19=-69/263
WEBS 19-44=-478/352,25-37=-531/401
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zone;cantilever left
andrightexposed ; end verticalleftandrightexposed;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
5)Unbalanced snow loadshavebeenconsidered for thisdesign.
6)Thistrusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads.
7)Allplatesare2x4MT20unlessotherwise indicated.
8)Truss tobe fullysheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonal web).
9)Gable studs spacedat2-0-0oc.
10)Thistrusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyotherliveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)62,32,49,51,52,53,55,56,57,58,59,60,34except
(jt=lb)61=156,46=942,36=663,35=166,33=163,45=1237,37=1007.
12)Thistruss is designed inaccordancewith the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferencedstandardANSI/TPI1.
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
GE01 2 12005019-12T CommonGirder JobReference(optional)
Run:8.4 S 0Mar102020Print:8.400S Mar102020MiTekIndustries,Inc.TueApr1413:39:11 Page: 1
ID:bgghWIKrH4HMyxyMUEQ4htymH8J-ONNJcKifAwajKTUXCd1Mz860NADV1lX64HirLgzQoX_
Continuedonpage 2
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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.
13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)80 lbdownand90 lbupat29-6-12,80 lbdownand90lbupat31-6-12,
80 lbdownand90 lbupat33-6-12,80 lbdownand90 lbupat35-6-12,80lbdownand90 lbupat37-6-12,80 lbdownand90 lbupat39-6-12,and80 lbdownand90 lb
upat41-6-12,and80 lbdownand90 lbupat43-1-4onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers.
14)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1) Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-16=-51,16-30=-51,30-31=-51,32-62=-20
ConcentratedLoads(lb)
Vert:45=1(B),63=1(B),64=1(B),65=1(B),66=1(B),67=1(B),68=1(B),69=1(B)
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
GE01 2 12005019-12T CommonGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTek Industries,Inc.TueApr1413:39:11 Page: 2
ID:bgghWIKrH4HMyxyMUEQ4htymH8J-ONNJcKifAwajKTUXCd1Mz860NADV1lX64HirLgzQoX_
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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.
62 33
32311302293
284
275
266
257248239
2210
2111
2012
19131418
15 17
16
W1
T2
T1
T2
T3
W2
B1 B1B1B2
ST13ST12ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST12 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST14
Scale =1:87.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.06 Vert(LL) n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(CT) n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.17 Horz(CT) 0.01 33 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:354 lb FT=20%
LUMBER
TOPCHORD 2x6SPF No.2
BOTCHORD 2x6SPF No.2
WEBS 2x6SPF No.2
OTHERS 2x4SPFStud*Except*ST13,ST12,ST11,ST10:2x4SPFNo.2
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 16-47,15-48,14-49,17-46,18-45
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings52-4-0.
(lb)-Max Horiz62=-122(LC17)
Max UpliftAlluplift100(lb)or lessat joint(s)33,35,36,37,38,39,40,
42,43,44,45,46,48,49,51,52,54,55,56,57,58,59,60,62
except34=-136(LC17),61=-175(LC16)
Max GravAllreactions250(lb)or lessat joint(s)33,34,35,36,37,38,
39,40,42,43,44,45,46,47,48,49,51,52,54,55,56,57,58,
59,60,61,62
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOPCHORD 13-63=-91/253,13-64=-113/273,14-64=-103/280,14-15=-125/309,15-16=-133/328,16-17=-133/322,17-18=-125/302,
18-65=-103/273,19-65=-113/267
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-7-12 to4-7-1,Exterior(2N)4-7-1to25-8-0,Corner(3R)25-8-0 to30-10-13,Exterior(2N)30-10-13to52-11-12zone; cantileverleftandrightexposed ; end
vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
5)Unbalanced snow loadshavebeenconsidered for thisdesign.
6)Thistrusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads.
7)Allplatesare2x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottomchordbearing.
9)Truss tobe fullysheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonal web).
10)Gable studs spacedat2-0-0oc.
11)Thistrusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyotherliveloads.
12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)62,33,48,49,51,52,54,55,56,57,58,59,60,46,45,44,
43,42,40,39,38,37,36,35except(jt=lb)61=174,34=136.
13)Thistruss is designed inaccordancewith the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferencedstandardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
GE02 2 12005019-12T CommonSupported Gable JobReference(optional)
Run:8.4S0Mar102020 Print:8.400 SMar102020MiTekIndustries, Inc.TueApr1413:39:12 Page: 1
ID:fDU6qjZ5SXotI5aBss4I3oymHTy-sZxhqgjHxEiaxd2klKYbVMfHqak9mDMFJxROs6zQoWz
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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.
60 32
313012293
284
275
266
257248239
2210
2111
2012
1913
1814
1715
16
W1
T2
T1
T2
T3
W2
B1 B1B3B2
ST13ST12ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST12 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
Scale=1:84.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.06 Vert(LL) n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.05 Vert(CT) n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 32 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:347 lb FT=20%
LUMBER
TOP CHORD 2x6SPFNo.2
BOT CHORD 2x6SPFNo.2
WEBS 2x6SPFNo.2
OTHERS 2x4SPFStud*Except*ST13,ST12,ST11,ST10:2x4SPFNo.2
BRACING
TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOTCHORD Rigidceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1Rowatmidpt 16-46,15-47,14-48,17-45,18-44
MiTekrecommends thatStabilizersandrequiredcrossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings50-4-0.
(lb)-MaxHoriz60=-105(LC21)
MaxUpliftAlluplift100(lb)orlessat joint(s)32,34,35,36,37,38,39,
40,42,43,44,45,47,48,50,51,53,54,55,56,57,58,60
except33=-163(LC17),59=-151(LC16)
MaxGravAllreactions250(lb)orlessat joint(s)32,33,34,35,36,37,
38,39,40,42,43,44,45,46,47,48,50,51,53,54,55,56,57,
58,59,60
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOP CHORD 12-61=-103/251,13-61=-92/255,13-62=-115/276,14-62=-104/283,14-15=-127/311,15-16=-135/331,16-17=-135/324,
17-18=-127/304,18-63=-104/276,19-63=-115/269
NOTES
1) Unbalancedrooflive loadshavebeenconsidered 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)-0-7-12 to4-8-0,Exterior(2N)4-8-0 to24-8-0,Corner(3R)24-8-0 to29-8-6,Exterior(2N)29-8-6 to50-11-12 zone;cantilever leftandrightexposed ; endvertical left
andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEndDetailsasapplicable,orconsult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5) Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare2x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottom chordbearing.
9)Truss tobe fully sheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonal web).
10)Gable studs spacedat2-0-0oc.
11)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
12)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)60,32,47,48,50,51,53,54,55,56,57,58,45,44,43,42,
40,39,38,37,36,35,34except(jt=lb)59=150,33=162.
13)This truss isdesigned inaccordance with the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
GE03 2 12005019-12T CommonSupported Gable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries,Inc.TueApr1413:39:13 Page: 1
ID:bDuUdw4UwT1C06lsEnb3CizQp7F-KmV31?kviYqQZndwJ23q2ZBSa_4IVfgPXbByPZzQoWy
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
2x4
2x4
1.5x4
1.5x4
5 4
1
2
3
W1
T1
W2
B1
Scale = 1:22.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT) n/a - n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:8 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-6-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 4=30/1-6-0,(min.0-1-8),5=96/1-6-0,(min.0-1-8)
Max Horiz5=53(LC13)
Max Uplift4=-48(LC13),5=-30(LC12)
Max Grav4=35(LC23),5=121(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)zone; cantilever leftexposed ; end vertical leftexposed;C-Cformembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4) Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Gablerequires continuousbottom chordbearing.
7)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
8)Gable studs spacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding30 lbupliftat joint5and48 lbupliftat joint4.
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-GramercyTownhomesLots7-8-9
GE04 2 12005019-12T MonopitchSupported Gable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.TueApr1413:39:13 Page: 1
ID:z?I_kaotDRHAIvVIvwvATOzQpyY-KmV31?kviYqQZndwJ23q2ZBQw_3sVhCPXbByPZzQoWy
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1.5x4
2x4
1.5x4
1.5x4
5 4
1
2
3
W1
T1
W2
B1
Scale = 1:21.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:7 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-6-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 4=30/1-6-0,(min.0-1-8),5=96/1-6-0,(min.0-1-8)
Max Horiz5=45(LC13)
Max Uplift4=-35(LC13),5=-32(LC12)
Max Grav4=35(LC23),5=121(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)zone; cantilever leftexposed ; end vertical leftexposed;C-Cformembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4) Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Gablerequires continuousbottom chordbearing.
7)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
8)Gable studs spacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint5and35 lbupliftat joint4.
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-GramercyTownhomesLots7-8-9
GE05 2 12005019-12T MonopitchSupported Gable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.TueApr1413:39:14 Page: 1
ID:xFu50OToCJuYh2apZE7QzSzQp1Z-py3RFLlXTryHBxC6tla3bnkb8NQQE8SYmFwVx?zQoWx
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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.
412
75.00 lb/ft60.00lb/ft to0.00 lb/ft
25
24 23 22 21 20 19 18 17 16 15
14
131212
113
10495
86
7
T2
T1
T2
T3
W1 W17B1B3B3B2
W9
W2
W3
W5
W10
W16
W11
W12 W13
W14 W15
W8
W4
W6
W7
Scale =1:87.8
Plate Offsets(X,Y):[2:0-5-0,0-2-0], [12:0-4-13,0-3-0], [14:Edge,0-5-8], [15:0-3-8,0-4-0], [24:0-5-0,0-2-0], [25:0-5-0,0-0-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.77 Vert(LL)-0.29 19-21 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.85 Vert(CT)-0.59 19-21 >999 180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.87 Horz(CT) 0.16 14 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:327 lb FT=20%
LUMBER
TOPCHORD 2x6SPF No.2
BOTCHORD 2x6SP2400F2.0E*Except*B3:2x6SPF No.2
WEBS 2x4SPF No.2*Except*W1,W17:2x6SPFNo.2,W2:2x4SPF1650F
1.5E,W3,W4,W5,W13,W14,W15:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor2-3-10ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor8-0-6ocbracing.
WEBS 1 Rowatmidpt 6-19,5-21,8-19,9-18
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 14=2093/0-6-0,(min.0-3-11),25=3008/0-6-0,(min.0-2-13)
Max Horiz25=-122(LC21)
Max Uplift14=-431(LC13),25=-642(LC12)
Max Grav14=2367(LC2),25=3401(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOPCHORD 2-26=-5567/1336,26-27=-5453/1334,3-27=-5394/1311,3-4=-5611/1361,4-5=-5373/1329,5-28=-4572/1131,
28-29=-4436/1130,6-29=-4387/1133,6-30=-3594/945,7-30=-3531/967,7-31=-3531/967,8-31=-3597/944,
8-9=-4181/1024,9-10=-4474/1041,10-11=-4567/1028,11-32=-4194/921,12-32=-4276/899,2-25=-3272/876,
12-14=-2262/571
BOTCHORD 24-25=-216/507,23-24=-1218/5173,22-23=-1139/5149,21-22=-1139/5149,20-21=-858/4208,19-20=-858/4208,
18-19=-741/3906,17-18=-843/4279,16-17=-843/4279,15-16=-813/3983,14-15=-126/488
WEBS 7-19=-409/1851,2-24=-1104/4802,6-19=-1422/409,3-24=-1106/369,5-23=0/291,5-21=-1332/383,6-21=-172/998,
8-19=-903/280,12-15=-699/3553,8-18=-36/491,9-18=-540/186,11-16=-60/357,11-15=-565/224
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2) Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-7-12 to4-7-1, Interior(1)4-7-1 to25-8-0,Exterior(2R)25-8-0 to30-10-13, Interior(1)30-10-13 to52-11-12 zone;cantilever leftandrightexposed ; end vertical
leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
4)Unbalanced snow loadshavebeenconsidered for thisdesign.
5)Thistrusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withotherlive loads.
6)AllplatesareMT20platesunlessotherwiseindicated.
7)Allplatesare4x4MT20unlessotherwise indicated.
8)Thistrusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyotherliveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding642 lbupliftat joint25and431lbupliftat joint14.
10)Thistruss is designed inaccordancewith the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferencedstandardANSI/TPI1.
LOAD CASE(S)Standard
1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-26=-51,7-28=-51,7-12=-51,12-13=-51,14-25=-20
TrapezoidalLoads(lb/ft)
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
T01 20 12005019-12T Common JobReference(optional)
Run:8.4S0Mar102020 Print:8.400 SMar102020MiTekIndustries, Inc.TueApr1413:39:14 Page: 1
ID:NygAeaIL4HTD7TkvwAgb1gymHT?-py3RFLlXTryHBxC6tla3bnkRANDzExrYmFwVx?zQoWx
Continuedonpage 2
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Vert:26=-186-to-27=-177,27=-177-to-3=-168,3=-168-to-4=-149,4=-149-to-5=-138,5=-138-to-28=-126
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
T01 20 12005019-12T Common Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.TueApr1413:39:14 Page: 2
ID:NygAeaIL4HTD7TkvwAgb1gymHT?-py3RFLlXTryHBxC6tla3bnkRANDzExrYmFwVx?zQoWx
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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.
412
60.00 lb/ft to0.00 lb/ft75.00 lb/ft
21
20 19 18 17 16 15 14 13
12
111012
9384
75
6
T2
T1
T2
T3
W1 W13
B1 B3B3B2
W7
W12W2
W3 W4
W5 W6 W8 W9
W10 W11
Scale=1:84.8
Plate Offsets(X,Y):[2:0-5-0,0-2-4], [10:0-5-0,0-2-0], [12:Edge,0-5-8], [13:0-3-8,0-4-0], [20:0-3-12,0-2-8], [21:0-5-0,0-0-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.83 Vert(LL) -0.24 17-18 >999 240 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(CT) -0.50 17-18 >999 180 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 0.83 Horz(CT)0.14 12 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:304 lb FT=20%
LUMBER
TOP CHORD 2x6SPFNo.2*Except*T1:2x6SP2400F2.0E
BOT CHORD 2x6SPFNo.2*Except*B1:2x6SP2400F2.0E
WEBS 2x4SPFNo.2*Except*W1,W13:2x6SPFNo.2,W2:2x4SPF1650F
1.5E,W3,W5,W9,W11:2x4SPFStud
BRACING
TOPCHORD Structuralwood sheathingdirectlyappliedor2-8-3ocpurlins,
exceptend verticals.
BOTCHORD Rigidceilingdirectlyappliedor7-0-4ocbracing.
WEBS 1Rowatmidpt 3-18,5-17,7-17,9-15
MiTekrecommends thatStabilizersandrequiredcrossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)12=2003/0-6-0,(min.0-3-9),21=2955/0-6-0,(min.0-2-12)
MaxHoriz21=-105(LC21)
MaxUplift12=-413(LC13),21=-633(LC12)
MaxGrav12=2266(LC2),21=3342(LC2)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOP CHORD 2-22=-5245/1252,22-23=-5055/1230,3-23=-5041/1227,3-4=-4554/1107,4-24=-4331/1080,5-24=-4238/1078,
5-25=-3332/863,25-26=-3307/865,6-26=-3241/891,6-27=-3241/889,27-28=-3264/870,7-28=-3330/860,7-8=-3908/946,
8-9=-3984/916,9-29=-3915/867,10-29=-4001/851,2-21=-3225/883,10-12=-2164/563
BOT CHORD 20-21=-222/572,19-20=-1118/4796,18-19=-1118/4796,17-18=-870/4109,16-17=-719/3708,15-16=-719/3708,
14-15=-753/3714,13-14=-753/3714,12-13=-120/404
WEBS 6-17=-319/1612,10-13=-643/3364,2-20=-970/4334,3-20=-864/341,3-18=-921/289,5-18=-48/619,5-17=-1464/425,
7-17=-892/293,7-15=0/351,9-13=-459/232
NOTES
1) Unbalancedrooflive loadshavebeenconsidered 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)-0-7-12 to4-4-10, Interior(1)4-4-10 to24-8-0,Exterior(2R)24-8-0 to29-8-6, Interior(1)29-8-6 to50-11-12zone; 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:Lum DOL=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
4) Unbalancedsnow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)AllplatesareMT20platesunlessotherwiseindicated.
7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
8)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding633 lbupliftatjoint21and413lbupliftatjoint12.
9)This truss isdesigned inaccordance with the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
1)Dead+Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-22=-51,6-24=-51,6-10=-51,10-11=-51,12-21=-20
TrapezoidalLoads(lb/ft)
Vert:22=-186-to-23=-173,23=-173-to-3=-155,3=-155-to-4=-149,4=-149-to-24=-126
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
T02 7 12005019-12T Common Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries,Inc.TueApr1413:39:14 Page: 1
ID:uGAPryk1iG?o91Xpf4_pAOzQp?x-py3RFLlXTryHBxC6tla3bnkRFNB5EyZYmFwVx?zQoWx
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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
3x6
=3x4
3x6
51
7 6
2 4
3
T1 T1
W1 W1
B1
Scale = 1:21.9
Plate Offsets(X,Y):[3:0-2-0,Edge], [6:0-2-4,0-0-4], [7:0-4-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL) 0.00 6-7 >999 240 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT) 0.00 6-7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:11 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 6=128/0-4-0,(min.0-1-8),7=128/0-4-0,(min.0-1-8)
Max Horiz7=-63(LC14)
Max Uplift6=-25(LC17),7=-25(LC16)
Max Grav6=162(LC24),7=162(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)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 tobearingplatecapableofwithstanding25 lbupliftat joint7and25 lbupliftat joint6.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
T03 21 12005019-12T Common Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.TueApr1413:39:14 Page: 1
ID:wm_vLNh29bM4LgSWMWWV?OymHD0-py3RFLlXTryHBxC6tla3bnkdENQXE8SYmFwVx?zQoWx
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4 12
1.5x4
1.5x4
1
4
2
3
T1 W1
B1
Scale = 1:20.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.03 Vert(LL) 0.00 4-7 >999 240 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(CT) 0.00 4-7 >999 180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:6 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-10-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 2=99/0-4-0,(min.0-1-8),4=53/0-1-8,(min.0-1-8)
Max Horiz2=35(LC12)
Max Uplift2=-56(LC12),4=-32(LC12)
Max Grav2=125(LC23),4=65(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber
DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
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 tobearingplatecapableofwithstanding56 lbupliftat joint2and32 lbupliftat joint4.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots7-8-9
T04 10 12005019-12T Jack-Closed Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.TueApr1413:39:15 Page: 1
ID:kwMAbQlplR7D3bvgindvEfymHCw-H8dqShl9E948o4nJRT6I7_HoRnlxzbih?vg3TRzQoWw
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1.5x4
5 4
1
2
3
W1
T1
W2
B1
Scale = 1:32.2
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL) 0.00 4-5 >999 240 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(CT) 0.00 4-5 >999 180
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:7 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 4=3/Mechanical,(min.0-1-8),5=88/0-6-0,(min.0-1-8)
Max Horiz5=58(LC13)
Max Uplift4=-87(LC13),5=-23(LC14)
Max Grav4=85(LC14),5=120(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
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 tobearingplatecapableofwithstanding23 lbupliftat joint5and87 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-GramercyTownhomesLots7-8-9
T05 16 12005019-12T Jack-Closed Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.TueApr1413:39:15 Page: 1
ID:1BA6oZ0Y6hRtFDlyeT1bGoymHDt-H8dqShl9E948o4nJRT6I7_HmNnkTzbih?vg3TRzQoWw
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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 3
2
T1 T1
B1
Scale = 1:19.3
Plate Offsets(X,Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a - n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:9 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-5ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 1=131/3-8-5,(min.0-1-8),3=131/3-8-5,(min.0-1-8)
Max Horiz1=-36(LC12)
Max Uplift1=-18(LC16),3=-18(LC17)
Max Grav1=152(LC22),3=152(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 tobearingplatecapableofwithstanding18 lbupliftat joint1and18 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-GramercyTownhomesLots7-8-9
V01 3 12005019-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.TueApr1413:39:15 Page: 1
ID:pcL7S?YCCjRs_kyMaepNvaymHBu-H8dqShl9E948o4nJRT6I7_HninkMzbih?vg3TRzQoWw
DE Job # 73773-W1
Dansco Engineering, LLC
Date: 04/15/2020
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 3
2
T1 T1
B1
Scale = 1:18.7
Plate Offsets(X,Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.02 Vert(LL) n/a - n/a 999 MT20 197/144
Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(TL)n/a - n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:4 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-1-2ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size) 1=74/2-1-2,(min.0-1-8),3=74/2-1-2,(min.0-1-8)
Max Horiz1=18(LC15)
Max Uplift1=-11(LC16),3=-11(LC17)
Max Grav1=84(LC2),3=84(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 tobearingplatecapableofwithstanding11 lbupliftat joint1and11 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-GramercyTownhomesLots7-8-9
V02 3 12005019-12T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.TueApr1413:39:15 Page: 1
ID:l?TttgaSkKhaE26kh3rr??ymHBs-H8dqShl9E948o4nJRT6I7_Hoenl0zbih?vg3TRzQoWw