HomeMy WebLinkAboutBuilding 3 - Lots 10_11_12 - Truss DetailsDE
DANSCO ENGINEERING, LLC
P.O. Box 3400
Apollo Beach, FL 33572
Telephone (813) 645-0166
Facsimile (813) 645-9698
The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under
my direct supervision and control based on the parameters provided by Stark Truss Inc.
Job: 2005305-12T
18 truss design(s)
75312-W1
06/26/2020
Samuel A. Greenberg, P.E.
Indiana Reg. #19700485
Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments.
675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall
be provided to the building official as required by the General Administrative Rules (675 IAC 12) for
Class 1 structures or by local ordinance for Class 2 structures.
Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural
gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length
is the distance from the top chord to bottom chord.
The seal on these drawings indicate acceptance of professional engineering
responsibility solely for the truss components shown. The suitability and use of this
component for any particular building is the responsibility of the building designer, per
ANSI/TPI 1-2014 Chapter 2.
Warning !—Verify design parameters and read notes before use.
These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of
design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is
for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication,
quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss
Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate
Institute, 583 D’Onofrio Drive, Madison, WI 53719
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
3x6
3x5 3x5
3x6
12
11 10 9
8
71
62
53
4
T1 T1
W1 W1
B1
W3
W2
W4
W5
W4 W3
W2
Scale =1:36.9
Plate Offsets(X,Y):[8:Edge,0-3-8], [10:0-4-0,0-4-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.31 Vert(LL)-0.03 10-11 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.45 Vert(CT)-0.05 10-11 >999 240
TCDL 10.0 RepStress Incr NO WB 0.52 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:157 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x6SPF No.2
WEBS 2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)8=3139/0-6-0,(min.0-2-11),12=2947/0-6-0,(min.0-2-9)
MaxHoriz12=-188(LC10)
MaxUplift8=-710(LC13),12=-670(LC12)
MaxGrav8=3448(LC2),12=3239(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-13=-2886/593,3-13=-2797/602,3-4=-2373/554,4-5=-2373/554,5-14=-2722/586,6-14=-2811/577,2-12=-2689/572,
6-8=-2619/557
BOTCHORD 12-15=-188/259,11-15=-188/259,11-16=-483/2305,10-16=-483/2305,10-17=-427/2250,9-17=-427/2250
WEBS 3-11=-126/561,2-11=-446/2401,3-10=-569/214,4-10=-520/2356,5-10=-489/198,5-9=-106/461,6-9=-432/2331
NOTES
1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows:
Top chords connectedasfollows:2x4-1rowat0-9-0oc.
Bottom chords connectedas follows: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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60
5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10
6)Unbalanced snow loadshavebeen considered for thisdesign.
7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads.
8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding670 lbupliftat joint12and710lbupliftat joint8.
10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)788 lbdownand163 lbupat1-1-4,788 lbdownand163 lbupat3-1-4,
788 lbdownand163 lbupat5-1-4,788lbdownand163 lbupat7-1-4,788 lbdownand163 lbupat9-1-4,and788lbdownand163lbupat11-1-4,and794 lbdownand
160 lbupat13-1-4onbottom chord.Thedesign/selectionofsuch connectiondevice(s)is theresponsibilityofothers.
LOAD CASE(S)Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-4=-51,4-6=-51,6-7=-51,8-12=-20
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
G01 2 22005305-12T CommonGirder JobReference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.WedJun2417:18:24 Page: 1
ID:KUt3LmHo1F8YOYn5qWEnCfzoZQA-vYckh93XUCzPOQ_REenRSp4HBVV9ETURMsJ4uoz30ZT
Continuedonpage 2
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
ConcentratedLoads(lb)
Vert:11=-722,10=-722,15=-722,16=-722,17=-722,18=-722,19=-728
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
G01 2 22005305-12T CommonGirder Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun2417:18:24 Page: 2
ID:KUt3LmHo1F8YOYn5qWEnCfzoZQA-vYckh93XUCzPOQ_REenRSp4HBVV9ETURMsJ4uoz30ZT
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
812
29 16
151
2 141333236353733
124
115
6 10
30 34 31
7 9
8
T1 T1
W1 W1
B1 B2
ST5 ST5
ST6
ST6
ST8
ST7ST7
ST4
ST3
ST2
ST1
ST7
ST4
ST3
ST2
ST1
5-0-0
Scale = 1:45
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.23 Horz(CT)0.00 16 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:123 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
JOINTS 1Braceat Jt(s):32,33,34,35
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings20-10-0.
(lb)-Max Horiz29=256(LC15)
Max UpliftAlluplift100(lb)or lessat joint(s)16,18,19,20,24,25,27
except17=-189(LC17),28=-193(LC16),29=-113(LC12)
Max GravAllreactions250(lb)or lessat joint(s)16,17,18,19,21,22,
23,25,27except20=255(LC24),24=255(LC23),28=257
(LC30),29=259(LC31)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 30-32=-256/23,31-33=-256/14,3-29=-351/274,13-16=-320/242
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-7-12 to2-5-0,Exterior(2N)2-5-0 to10-5-0, Corner(3R)10-5-0 to13-5-0,Exterior(2N)13-5-0 to21-5-12 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;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4.
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)Verticalgablestuds spacedat2-0-0ocandhorizontalgable studs spacedat3-7-8oc.
11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)16,24,20,25,27,19,18except(jt=lb)29=112,28=193,
17=189.
13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand712from leftendand712 fromrightendor12"alongrake from scarf,
whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stackingchords.Foredge-wisenotching,provideat leastone tieplatebetween
eachnotch.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
GE01 4 12005305-12T CommonSupportedGable Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:25 Page: 1
ID:n5OAqoGdNMBhQa0pQQL?FZzoZZD-NlA6uV49EV5G0aZdoLIg?0cUzvw?z?FbbW2dQEz30ZS
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
812
3x4
20 12
111
102
3 9
4 8
5 7
6
W1
T1 T1
W1
B1
ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale = 1:35.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.15 Horz(CT)0.00 12 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:66 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings13-8-0.
(lb)-Max Horiz20=-192(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)14,15,17,18except
12=-200(LC13),13=-197(LC12),19=-213(LC13),20=-220
(LC12)
Max GravAllreactions250(lb)or lessat joint(s)12,14,15,16,17,18,
20except13=271(LC15),19=288(LC14)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 5-6=-127/281,6-7=-127/281
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-7-12 to2-4-4,Exterior(2N)2-4-4 to6-10-0, Corner(3R)6-10-0 to9-10-0,Exterior(2N)9-10-0 to14-3-12 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)17,18,15,14except(jt=lb)20=220,12=200,19=213,
13=197.
13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
14)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand712from leftendand712 fromrightendor12"alongrake from scarf,
whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stackingchords.Foredge-wisenotching,provideat leastone tieplatebetween
eachnotch.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
GE02 2 12005305-12T CommonSupportedGable Job Reference(optional)
Run:8.31 S Jul272019 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:25 Page: 1
ID:83B3tVKlCuq_WLunCzxAyczoZZ8-NlA6uV49EV5G0aZdoLIg?0cU7vw?z0VbbW2dQEz30ZS
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
59 31
1 302329
4 28
5 27
6 26
7 25824923
10 22
11 21
12 20
1913
1814
1715
16
W1
T2
T1
T2
T3
W1B1B1B2B2
ST13ST12ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1
ST12 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1
Scale=1:82.7
Plate Offsets(X,Y):[45:0-4-0,0-4-8]
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 0.05 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.18 Horz(CT)0.00 31 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:323 lb FT=20%
LUMBER
TOP CHORD 2x6SPFNo.2
BOT CHORD 2x6SPFNo.2
WEBS 2x6SPFNo.2
OTHERS 2x4SPFStud*Except*ST13,ST12,ST11:2x4SPF No.2
BRACING
TOPCHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOTCHORD Rigidceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1Rowatmidpt 16-45,15-46,17-44
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings50-4-0.
(lb)-MaxHoriz59=129(LC16)
MaxUpliftAlluplift100(lb)orlessat joint(s)31,33,34,35,36,37,38,
39,41,42,43,44,46,47,48,49,51,52,53,54,55,56,57,59
except32=-169(LC17),58=-215(LC16)
MaxGravAllreactions250(lb)orlessat joint(s)31,32,33,34,35,36,
37,38,39,41,42,43,44,45,46,47,48,49,51,52,53,54,55,
56,57,58,59
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOP CHORD 13-61=-105/256,14-61=-93/259,14-15=-118/289,15-16=-127/310,16-17=-127/302,17-18=-118/260
NOTES
1)Unbalancedroof live loadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-7-12 to4-4-10,Exterior(2N)4-4-10 to25-2-0,Corner(3R)25-2-0 to30-2-6,Exterior(2N)30-2-6 to50-1-4 zone;cantilever leftandrightexposed ; end vertical 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 liveloadnonconcurrentwithanyother liveloads.
12)Providemechanicalconnection(byothers)of truss tobearingplate capableof withstanding100lbupliftatjoint(s)59,31,46,47,48,49,51,52,53,54,55,56,57,44,43,42,
41,39,38,37,36,35,34,33except(jt=lb)58=214,32=169.
13)This truss isdesigned inaccordance with the2018 InternationalResidential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
14)2X4notchat20000o.c. is allowedalong the stacked top chord. Nonotchesallowed inoverhangand712 fromleftendand0fromrightendor12"alongrake from scarf,
whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stacking chords.Foredge-wisenotching,provideat leastone tieplatebetween
eachnotch.
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
GE03 4 12005305-12T CommonSupported Gable Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.WedJun2417:18:25 Page: 1
ID:zsul7Hl7Hq8HdkWw4c09?BzoD3?-NlA6uV49EV5G0aZdoLIg?0cW?vxoz01bbW2dQEz30ZS
Continuedonpage 2
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
GE03 4 12005305-12T CommonSupportedGable Job Reference(optional)
Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.WedJun2417:18:25 Page: 2
ID:zsul7Hl7Hq8HdkWw4c09?BzoD3?-NlA6uV49EV5G0aZdoLIg?0cW?vxoz01bbW2dQEz30ZS
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4 12
4x4
=4x4
4x4
12
10
8
1 7
2 635
4
T1 T1
W1 W1
B1
W3
W2 W2
ST1 ST1
Scale = 1:31.9
Plate Offsets(X,Y):[8:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)0.06 10-11 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)0.05 10-11 >999 240
TCDL 10.0 RepStress Incr YES WB 0.07 Horz(CT)0.00 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:29 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-6-9ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)9=304/0-4-0,(min.0-1-8),11=304/0-4-0,(min.0-1-8)
Max Horiz11=21(LC15)
Max Uplift9=-186(LC13),11=-186(LC12)
Max Grav9=374(LC24),11=374(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-129/318,3-17=-183/394,4-17=-140/403,4-18=-140/402,5-18=-183/394,5-6=-129/317
BOT CHORD 11-12=-300/133,11-19=-300/133,10-19=-300/133,10-20=-300/133,9-20=-300/133,8-9=-300/133
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-7-12 to2-4-4, Interior(1)2-4-4 to3-10-8,Exterior(2R)3-10-8 to7-2-0, Interior(1)7-2-0 to8-4-12 zone;cantilever leftandrightexposed ;end verticalleftand
rightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Allplatesare1.5x4MT20unlessotherwise indicated.
8)Gable studs spacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding186 lbupliftatjoint11and186lbupliftat joint9.
11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
12)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand712from leftendand712 fromrightendor12"alongrake from scarf,
whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stackingchords.Foredge-wisenotching,provideat leastone tieplatebetween
eachnotch.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
GE04 2 12005305-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:26 Page: 1
ID:UCPgDmmv1m1W?GNxWJ6O4vzoZZs-sxkU6r5n?pD7ek8pM3pvXE9bHJDyiU?kqAoAyhz30ZR
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
7.21 12
3x4 1.5x4
=4x4
3x4
1 3
4
2
T1 T1
B1
ST1
Scale = 1:20.8
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 0.13 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:16 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-7-9ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings6-6-12.
(lb)-Max Horiz1=-49(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1,3,9except4=-108(LC
17)
Max GravAllreactions250(lb)or lessat joint(s)1,3,9except4=555(LC
23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-128/340,2-3=-130/365
BOT CHORD 1-4=-284/179,3-4=-284/179
WEBS 2-4=-448/233
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1except(jt=lb)4=108.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
9)2X4notchat20000o.c. isallowedalong thestacked topchord. Nonotchesallowedinoverhangand0 from leftendand0 fromrightendor12"alongrake from scarf,
whichever is larger.Minimum1.5x4 tieplatesrequiredat2-0-0o.c.maximumbetween the stackingchords.Foredge-wisenotching,provideat leastone tieplatebetween
eachnotch.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
LAY01 2 12005305-12T Lay-InGable Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:26 Page: 1
ID:BnNJU7ssija9Vl8Wd2GoY5zoZb1-sxkU6r5n?pD7ek8pM3pvXE9f2JFdiUXkqAoAyhz30ZR
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
11
10 9 8
7
1
2 6
53
4
T1 T2
W1 W6
B1 B2
W4
W3
W4
W3W2 W5
Scale = 1:45.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.06 10-11 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.12 10-11 >999 240
TCDL 10.0 RepStress Incr YES WB 0.78 Horz(CT)0.02 7 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:102 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF 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)7=714/0-1-6,(min.0-1-8),11=756/0-6-0,(min.0-1-8)
Max Horiz11=255(LC15)
Max Uplift7=-151(LC17),11=-173(LC16)
Max Grav7=807(LC2),11=856(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-12=-828/253,12-13=-754/262,4-13=-734/279,4-14=-716/274,14-15=-736/257,5-15=-810/248,2-11=-277/160
BOT CHORD 10-11=-178/731,9-10=-54/520,8-9=-54/520,7-8=-135/635
WEBS 4-8=-152/326,4-10=-164/362,3-11=-783/107,5-7=-825/157
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-7-12 to2-4-4, Interior(1)2-4-4 to10-5-0,Exterior(2R)10-5-0 to13-5-0, Interior(1)13-5-0 to20-4-2 zone; cantilever leftandrightexposed ; end verticalleftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=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 tobearingplateat joint(s)7.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding173 lbupliftatjoint11and151lbupliftat joint7.
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-GramercyTownhomesLots10-11-12
T01 36 12005305-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:26 Page: 1
ID:h4zOuDAc_VcftdAscRHlYHzoZeV-sxkU6r5n?pD7ek8pM3pvXE9cvJBZiJwkqAoAyhz30ZR
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
=3x5
10
9 8 7
6
1 5
42
3
T1 T2
W1 W6
B1 B2
W4
W3
W4
W3W2 W5
Scale = 1:43
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.06 9-10 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.12 9-10 >999 240
TCDL 10.0 RepStress Incr YES WB 0.81 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:101 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF 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)6=715/0-1-6,(min.0-1-8),10=715/Mechanical,(min.0-1-8)
Max Horiz10=245(LC13)
Max Uplift6=-151(LC17),10=-153(LC16)
Max Grav6=808(LC2),10=808(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-11=-833/253,11-12=-759/262,3-12=-737/279,3-13=-717/273,13-14=-737/256,4-14=-811/247
BOT CHORD 9-10=-177/736,8-9=-53/521,7-8=-53/521,6-7=-135/636
WEBS 3-7=-153/326,3-9=-164/367,2-10=-812/145,4-6=-827/156
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to10-5-0,Exterior(2R)10-5-0 to13-5-0, Interior(1)13-5-0 to20-4-2 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 fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplateat joint(s)6.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding153 lbupliftatjoint10and151lbupliftat joint6.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
T02 14 12005305-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:26 Page: 1
ID:QWQjNCzVaUjt47KFeRxvP_zoZau-sxkU6r5n?pD7ek8pM3pvXE9cvJBZiJRkqAoAyhz30ZR
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
11
10 9
8
1 7
62
53
4
T1 T1
W1 W1
B2B1
W4
W3
W4
W3W2 W2
Scale = 1:45.1
Plate Offsets(X,Y):[10:0-2-12,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)-0.06 8-9 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.12 8-9 >999 240
TCDL 10.0 RepStress Incr YES WB 0.80 Horz(CT)0.02 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:103 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF 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=767/0-6-0,(min.0-1-8),11=767/0-6-0,(min.0-1-8)
Max Horiz11=256(LC15)
Max Uplift8=-176(LC17),11=-176(LC16)
Max Grav8=869(LC2),11=869(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-12=-850/261,12-13=-777/271,4-13=-756/287,4-14=-752/283,14-15=-772/266,5-15=-846/257,2-11=-277/160,
6-8=-277/160
BOT CHORD 10-11=-170/751,9-10=-25/541,8-9=-108/676
WEBS 4-9=-163/361,4-10=-168/362,3-11=-804/109,5-8=-802/110
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-7-12 to2-4-4, Interior(1)2-4-4 to10-5-0,Exterior(2R)10-5-0 to13-5-0, Interior(1)13-5-0 to21-5-12 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 tobearingplatecapableofwithstanding176 lbupliftatjoint11and176lbupliftat 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-GramercyTownhomesLots10-11-12
T03 2 12005305-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:26 Page: 1
ID:bdatgz6P_s5JvpgMoFdVMJzoZaj-sxkU6r5n?pD7ek8pM3pvXE9cvJBOiJbkqAoAyhz30ZR
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4 12
4x4
=4x4
1.5x4
1.5x4
12
10
8
1 72635
4
T1 T1
W1 W1
B1
W3
W2 W2
Scale = 1:41.1
Plate Offsets(X,Y):[8:Edge,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)0.06 10-11 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)0.05 10-11 >999 240
TCDL 10.0 RepStress Incr YES WB 0.07 Horz(CT)0.00 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:26 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor9-6-9ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)9=304/0-4-0,(min.0-1-8),11=304/0-4-0,(min.0-1-8)
Max Horiz11=21(LC15)
Max Uplift9=-186(LC13),11=-186(LC12)
Max Grav9=374(LC24),11=374(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-129/318,3-13=-183/394,4-13=-140/403,4-14=-140/402,5-14=-183/394,5-6=-129/317
BOT CHORD 11-12=-300/133,11-15=-300/133,10-15=-300/133,10-16=-300/133,9-16=-300/133,8-9=-300/133
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-7-12 to2-4-4, Interior(1)2-4-4 to3-10-8,Exterior(2R)3-10-8 to7-2-0, Interior(1)7-2-0 to8-4-12 zone;cantilever leftandrightexposed ;end verticalleftand
rightexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding186 lbupliftatjoint11and186lbupliftat joint9.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
T04 2 12005305-12T Common Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:27 Page: 1
ID:UCPgDmmv1m1W?GNxWJ6O4vzoZZs-K7IsJB6Pm7L_Fuj0vmK84Rim1iZBRxEu3qXkU7z30ZQ
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
412
26
25 24 23 22 21 20 19 18 17
16
151142
133
124
5 11
106
97
8
T2
T1
T2
T1
W1 W1B1B1B2B2
W10
W9 W9
W4 W5
W6 W7
W8
W2
W8
W7 W6
W5 W4
W2W3W3
Scale =1:83.6
Plate Offsets(X,Y):[2:0-0-11,0-2-0], [14:0-0-11,0-2-0], [16:0-3-0,0-2-0], [21:0-4-0,0-4-8], [26:0-3-0,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.27 Vert(LL)-0.20 21-22 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.67 Vert(CT)-0.41 21-22 >999 240
TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.14 16 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:329 lb FT=20%
LUMBER
TOPCHORD 2x6SPF No.2*Except*T1:2x6SP2400F2.0E
BOTCHORD 2x6SP2400F2.0E*Except*B2:2x6SPFNo.2
WEBS 2x4SPFStud*Except*W1:2x6SP2400F2.0E,W10,W9,W7:2x4SPF
No.2
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor3-7-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor7-9-1ocbracing.
WEBS 1Rowatmidpt 7-21,9-21
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)16=1810/0-6-0,(min.0-1-11),26=1810/0-6-0,(min.0-1-11)
Max Horiz26=-123(LC21)
Max Uplift16=-504(LC13),26=-504(LC12)
Max Grav16=2047(LC2),26=2048(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 2-3=-657/201,3-27=-3764/1057,4-27=-3741/1065,4-5=-3938/1121,5-6=-3857/1131,6-28=-3504/1062,
7-28=-3385/1064,7-29=-2910/938,8-29=-2847/956,8-30=-2847/956,9-30=-2910/938,9-31=-3385/1064,
10-31=-3504/1062,10-11=-3857/1131,11-12=-3938/1121,12-32=-3741/1065,13-32=-3764/1056,13-14=-657/201,
2-26=-525/242,14-16=-525/242
BOTCHORD 25-26=-706/2612,24-25=-920/3571,23-24=-919/3682,22-23=-919/3682,21-22=-783/3269,20-21=-768/3269,
19-20=-916/3682,18-19=-916/3682,17-18=-933/3571,16-17=-739/2612
WEBS 8-21=-388/1439,7-21=-908/339,9-21=-908/339,4-25=-459/200,6-22=-582/230,7-22=-79/495,3-26=-2522/733,
9-20=-80/495,10-20=-582/230,12-17=-459/200,13-16=-2522/733,13-17=-246/1100,3-25=-246/1100
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-7-12 to4-4-10, Interior(1)4-4-10 to25-2-0,Exterior(2R)25-2-0 to30-2-6, Interior(1)30-2-6 to50-11-12zone; 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(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withotherlive loads.
6)Allplatesare4x4MT20unlessotherwise indicated.
7)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding504 lbupliftat joint16and504lbupliftat joint26.
9)This truss is designed inaccordancewith the2018 International ResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
T05 7 12005305-12T Common Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.WedJun2417:18:27 Page: 1
ID:MTglbjX6_ii?JIa1II5eH5zoZNF-K7IsJB6Pm7L_Fuj0vmK84Rio3iTPRn4u3qXkU7z30ZQ
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
412
1 11
2 10
3 9
84
5 7
6
T2
T1
T2
T1
B1 B1B2
ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale =1:66.8
Plate Offsets(X,Y):[15:0-2-0,0-1-8], [17:0-2-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.55 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.47 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.36 Horiz(TL)0.01 20 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:120lb FT=20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOPCHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOTCHORD Rigidceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequiredcrossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.REACTIONS Allbearings39-4-8.
(lb)-Max Horiz1=118(LC16)
Max UpliftAlluplift100(lb)or lessatjoint(s)1,11,13,16,19except
12=-201(LC17),14=-130(LC17),18=-131(LC16),20=-202
(LC16)
Max GravAllreactions250(lb)or lessatjoint(s)1,11,13,19except
12=609(LC36),14=419(LC23),16=507(LC2),18=419(LC
22),20=609(LC35)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexceptwhen shown.
TOPCHORD 1-25=-367/358,2-25=-163/431,2-3=-82/379,3-4=-32/358,4-5=-21/402,5-6=0/391,6-7=0/391,7-8=-13/402,8-9=-24/358,
9-10=-70/379,10-26=-145/431,11-26=-154/358
BOTCHORD 1-20=-340/342,19-20=-340/192,18-19=-340/192,17-18=-340/192,16-17=-340/192,15-16=-340/192,14-15=-340/192,
13-14=-340/192,12-13=-340/192,11-12=-340/192
WEBS 6-16=-434/91,5-18=-325/180,2-20=-405/221,7-14=-325/180,10-12=-405/221
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C
Exterior(2E)0-0-12 to4-0-0, Interior(1)4-0-0 to19-9-0,Exterior(2R)19-9-0 to23-9-0, Interior(1)23-9-0 to39-5-4 zone; cantilever leftandrightexposed ; end verticalleftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=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)Unbalanced snow loadshavebeen considered for thisdesign.
5)Allplatesare1.5x4MT20unlessotherwise indicated.
6)Gablerequires continuousbottom chordbearing.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,16,19,13,11except(jt=lb)18=130,20=202,14=130,
12=201.
9)This truss is designedinaccordance with the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
V01 2 12005305-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.Wed Jun2417:18:27 Page: 1
ID:k0f7p6G?sbbDj0zKTy0f_OzoaKH-K7IsJB6Pm7L_Fuj0vmK84RikhiWYRtiu3qXkU7z30ZQ
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
412
1 7
2 6
3 5
4
T1 T1
B1 B1
ST3
ST2
ST1
ST2
ST1
Scale =1:54.8
Plate Offsets(X,Y):[10:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.56 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.46 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.28 Horiz(TL)0.01 12 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:89 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings31-4-8.
(lb)-MaxHoriz1=93(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7,9,10,11except8=-199
(LC17),12=-199(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,7except8=600(LC
36),9=286(LC23),10=627(LC2),11=286(LC22),12=600
(LC35)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-17=-317/424,2-17=-150/510,2-18=-77/393,3-18=-66/461,3-19=-20/417,4-19=-14/477,4-20=-15/477,5-20=-21/417,
5-21=-67/461,6-21=-78/393,6-23=-151/510,22-23=-152/438,7-22=-159/424
BOTCHORD 1-12=-416/296,11-12=-416/197,10-11=-416/197,9-10=-416/197,8-9=-416/197,7-8=-416/197
WEBS 4-10=-519/146,3-11=-255/139,2-12=-396/218,5-9=-255/139,6-8=-396/218
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-12 to3-2-6, Interior(1)3-2-6 to15-9-0,Exterior(2R)15-9-0to18-10-10, Interior(1)18-10-10 to31-5-4 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)Allplatesare1.5x4MT20unlessotherwise indicated.
6)Gablerequires continuousbottom chordbearing.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,7,10,11,9except(jt=lb)12=199,8=198.
9)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
V02 2 12005305-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun2417:18:27 Page: 1
ID:bM3S69vk?eykMCt5IBqV9jzoZb_-K7IsJB6Pm7L_Fuj0vmK84RikXiWhRuyu3qXkU7z30ZQ
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
412
1 5
2 4
3
T1 T1
B1 B2
ST2
ST1 ST1
Scale =1:42.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.55 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.46 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.11 Horiz(TL)0.01 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:61 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings23-4-8.
(lb)-MaxHoriz1=72(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5,7except6=-199(LC
13),9=-209(LC12)
Max GravAllreactions250(lb)or lessat joint(s)1,5except6=609(LC
23),7=318(LC2),9=643(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-14=-313/315,14-15=-137/331,2-15=-128/404,2-16=-54/281,3-16=-51/341,3-17=-44/344,4-17=-47/312,
4-18=-113/400,18-20=-122/331,19-20=-123/329,5-19=-130/325
BOTCHORD 1-9=-314/292,8-9=-314/163,7-8=-314/163,6-7=-314/163,5-6=-314/163
WEBS 3-7=-330/112,2-9=-447/229,4-6=-430/224
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-0-12 to3-0-12, Interior(1)3-0-12 to11-9-0,Exterior(2R)11-9-0 to14-9-0, Interior(1)14-9-0 to22-7-3 zone; cantilever leftandrightexposed ; endvertical 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)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5,7except(jt=lb)9=209,6=198.
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-GramercyTownhomesLots10-11-12
V03 2 12005305-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun2417:18:28 Page: 1
ID:bM3S69vk?eykMCt5IBqV9jzoZb_-oKsFWW61XQTrt1ICTTrNdfEvR6swAOt1HUHH1Zz30ZP
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
4 12
=5x6
1
3
2
T1 T1
B1
ST1
Scale =1:30.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.62 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.01 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:36 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor9-3-4ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor5-10-1ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=107/15-4-8,(min.0-1-13),3=57/15-4-8,(min.0-1-13),
4=866/15-4-8,(min.0-1-13)
MaxHoriz1=48(LC16)
MaxUplift1=-24(LC12),3=-77(LC35),4=-243(LC12)
Max Grav1=121(LC2),3=180(LC23),4=986(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
TOPCHORD 1-9=-307/604,2-9=-297/681,2-10=-290/639,3-10=-299/604
BOTCHORD 1-4=-573/354,3-4=-573/354
WEBS 2-4=-740/552
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Corner(3E)0-0-12 to3-0-12,Exterior(2N)3-0-12 to7-9-0,Corner(3R)7-9-0 to10-9-0,Exterior(2N)10-9-0 to14-7-3 zone;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;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12inaccordancewith IBC1608.3.4.
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)Gablerequires continuousbottom chordbearing.
7)Gable studsspacedat4-0-0oc.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding24 lbupliftatjoint1,77lbupliftat joint3and243lbupliftat joint4.
10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTownhomesLots10-11-12
V04 2 12005305-12T Valley Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.Wed Jun2417:18:28 Page: 1
ID:yKsL9sytpAb0Tzl35kPgsnzoZav-oKsFWW61XQTrt1ICTTrNdfEsy6qQANm1HUHH1Zz30ZP
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
8 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:27.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.40 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.01 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:31 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=-13/11-4-4,(min.0-1-8),3=-13/11-4-4,(min.0-1-8),
4=830/11-4-4,(min.0-1-8)
Max Horiz1=99(LC13)
Max Uplift1=-79(LC23),3=-79(LC22),4=-239(LC16)
Max Grav1=47(LC35),3=60(LC16),4=939(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-9=-226/372,9-10=-216/397,2-10=-211/481,2-11=-209/481,11-12=-215/397,3-12=-225/372
BOT CHORD 1-4=-389/280,3-4=-389/280
WEBS 2-4=-730/381
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-6 to3-0-6, Interior(1)3-0-6 to5-8-8,Exterior(2R)5-8-8 to8-8-8, Interior(1)8-8-8 to11-4-10 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 tobearingplatecapableofwithstanding79 lbupliftat joint1,79 lbupliftatjoint3and239 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-GramercyTownhomesLots10-11-12
V05 2 12005305-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:28 Page: 1
ID:SjdYVPDIz1e6vxTKbgAr2pzoZQE-oKsFWW61XQTrt1ICTTrNdfEvw6tsAM_1HUHH1Zz30ZP
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
8 12
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:22.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:19 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor7-5-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=40/7-4-4,(min.0-1-8),3=40/7-4-4,(min.0-1-8),4=441/7-4-4,
(min.0-1-8)
Max Horiz1=62(LC15)
Max Uplift1=-4(LC23),3=-15(LC12),4=-110(LC16)
Max Grav1=88(LC22),3=88(LC23),4=498(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-349/224
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-6 to3-0-6, Interior(1)3-0-6 to3-8-8,Exterior(2R)3-8-8 to6-5-7, Interior(1)6-5-7 to7-4-10 zone; cantilever leftandrightexposed ; end vertical leftandright
exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding4lbupliftat joint1,15lbupliftatjoint3and110 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-GramercyTownhomesLots10-11-12
V06 2 12005305-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:28 Page: 1
ID:SjdYVPDIz1e6vxTKbgAr2pzoZQE-oKsFWW61XQTrt1ICTTrNdfE?D6xIAOL1HUHH1Zz30ZP
DE Job # 75312-W1
Dansco Engineering, LLC
Date: 06/26/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
8 12
=3x4
1 3
2
T1 T1
B1
Scale = 1:18.7
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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 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:7 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-5-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=119/3-4-4,(min.0-1-8),3=119/3-4-4,(min.0-1-8)
Max Horiz1=26(LC15)
Max Uplift1=-27(LC16),3=-27(LC17)
Max Grav1=134(LC2),3=134(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=5.0psf;BCDL=5.0psf;h=30ft; 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 tobearingplatecapableofwithstanding27 lbupliftat joint1and27 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-GramercyTownhomesLots10-11-12
V07 2 12005305-12T Valley Job Reference(optional)
Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.WedJun2417:18:28 Page: 1
ID:SjdYVPDIz1e6vxTKbgAr2pzoZQE-oKsFWW61XQTrt1ICTTrNdfE0x6y0APa1HUHH1Zz30ZP